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RF-08-1479
RE ROOF A PORTION OF THE ROOF ON THE HOUSE. TILE TO TILE THE BACK OF Infractlo Passed Comments TIN CAP SPACEING False Passed WO' Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/13/2008 Inspector: Grande, Claudio Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: STATE GENERAL CONTRACTORS INC Building Department Comments Wednesday, August 13, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131520 Lot: Phone: (786)234 -8234 Page 1 of 2 RE ROOF A PORTION OF THE ROOF ON THE BACK OF THE HOUSE. TILE TO TILE 016 4 PAID Passed 1 ' Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/13/2008 Inspector: Grande, Claudio Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: STATE GENERAL CONTRACTORS INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131520 Lot: Phone: (786)234 -8234 Wednesday, August 13, 2008 Page 1 of 2 RE ROOF A PORTION OF THE ROOF ON THE BACK OF THE HOUSE. TILE TO TILE Passed Inspector Comments affidavit in file Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until a Inspection Date: 08/15/2008 Inspector: Grande, Claudio Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: STATE GENERAL CONTRACTORS INC Building Department Comments Friday, August 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: Roof - New Phone Number Parcel Number 1132060131520 Lot: Phone: (786)234 -8234 Page 1 of 2 July 21, 2008 To: Miami Shore Building Department Miami Shore, Fl. RE: Alexander Morrongiello Permit No. 2008- /0095 NE 101thSt. i Miami Shore, Fl. Dear Building Official : I Eduardo Rodriguez, Qualifier of STATE GENERAL CONTRACTOR INC., certify that the roof decking attachment and fastener have been stregthened and corrected and a secondary water barrier has been provided as required by the "Mamal of Hurricane Mitigation Retrofit for existing Site -Built Single Family Residential Structures" as adopted by the Florida Building Commission by Rule 9 : -3.047 F.A.C. ODRIGUEZ President / STATE G ; . ►.Y ' CTOR, INC. VA S License No. CGC002283 AFFIDAVIT OF COMPLIANCE WITH ry �� _,, ROOF DECKING ATTACHMENT AND SECONDARY WATER BA i�J I + ,, HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BI 1J.. `, SINGLE FAMILY RESIDENTIAL STRUCTURES ;6 y ECl� PURSUANT TO SECTION 553.844 F.S. >a'� : ualifier STATE OF FLORIDA COUNTY OF MIAMI-DADE Swom to and subscribed before me this 21 days of July , 2008. P'Personally known or IdentificationNo. Notary Public Print Notary's Nam My Commission Expires : _.. R. OW 510906 � 71' MY COMMISSIO O 510 - - WAS u - BY: ..Y RE ROOF A PORTION OF THE ROOF ON THE BACK OF THE HOUSE. TILE TO TILE f RO Passed ar(l'z Inspector Comments cc Failed Correction Needed I I Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until b Inspection Date: 08/21/2008 Inspector: Grande, Claudio Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: STATE GENERAL CONTRACTORS INC Building Department Comments Wednesday, August 20, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131520 Lot: Phone: (786)234 -8234 Page 2 of 2 RE ROOF A PORTION OF THE ROOF ON THE BACK OF THE HOUSE. TILE TO TILE Passed 04. Inspector Comments J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: STATE GENERAL CONTRACTORS INC Building Department Comments Tuesday, September 2, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131520 Lot: Phone: (786)234 -8234 Page 1 of 2 TEST LOCATIO UPLIFT PULL TEST TEST LO ATIOE UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST ST LOCATIOA UPLIFT PULL TEST PEST LOCATIO UPLIFT PULL TEST TEST LOCATIOA UPUPT PULL TEST 1_ 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14_ 39 64 89 114 139 15 16 j / --= 40 41 EOM IMMLIMPIIM Mail laTiM1 90 91 115 140 116 141 17 k 42 mai sun e• L 92 117 142 ,- 93 118 143 19 • 94 119 144 L' . i � U I t i) • I . , i i i leii?r‘.i. 21 A . -i - ' 12 146 22 W- + ' 1 97 122 147 23 48 L 9.:'' j" 'ir✓Gik» 98 123 148 24 49 99 124 149 25 / 50 100 125 150 , A -1 CONSULTING ENGINEERS, INC. A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ■ a J ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: Permit #: Job Address' A/ E. /o/ Roofing Contractor: S 7/2 Type of Tile: )2 T /l Date installed: Approximate Roof Height: / feet Roof Pitch: Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: .'' ft 2 Required Testing F rce: 33 lbs. Date Tested: �t r IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contreras P.E. P.E. # 21522 A -1 CONSULTIN NGINEERS, INC. SITE SPECIFIC INFORMATION Testing Equipment: F.G.E. 100 Lab. Certification # : 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 • i CanmeMs: A -1 CONSULTING ENGINEERS, INC ' ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name fob Address 45 N& poi F7 ' Rooting c itractor __57 /e her e e0 Qp.7 I-Dd 7 /d r• r i J o 4383 SW 70Th Court, Plirr, Florid' 33155 « Tdephone (305)7 - Roc (305)7404550 Type of Tile i T. Je Apprordmate Roof Height, f , f e e t Typed access to Roof age Ftoof Pitch Z Appmxtrnate Square Footage of Roof r It 2 Re pied Testing Face M lbs Date Tested O/?. AS Number &Tests /5 Cantu Name ,4 le 0 r Phone # 704 - se15 07az Dube trelalied SKETCH OF ROOF Project Address 25 NE 101 Street Miami Shores, FL 33138- 1132060131520 Block: Lot: ALEXANDER MORRONGIELLO Owner Information ALEXANDER MORRONGIELLO Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) Phone CeII Phone STATE GENERAL CONTRACTORS IN( (786)234 - 8234 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $250.00 $9.00 $6.25 $268A5 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Expiration: 02/08/2009 Parcel Number 25 NE 101 Street MIAMI SHORES FL 33138 -2318 Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.0 ,Ulm Go t453(2PAID Applicant Valuation: Total Sq Feet: August 12, 2008 Date Ce II $ 3,700.00 Available Inspections: 520 Inspection Type: Final Roof Tin Cap Up Lift Report Tile In Progress Hot Mop Nailing Affidavit Tuesday, August 12, 2008 1 o NOM ONNIMMI MOM �rrr s a MOM MANNIMINI - ... 111.1111,..1 WOONIMI rte... al. S O NMI c i I ca te t- "" .- C =try •• rrr o r•7 m CCOOCd ° NW co(1 r � 041.4. rt w CO czi a: to C; t w �+. t�w¢ w O o O m 0 LL 0 H m Z O y 0 U ce O tr w J CC G LL w - LL ? o O UJ w Cr w This Instru ent Prepared By: Name (>4¢,e,..g> Address C.Z2- S Permit No.t7 OU — !` / � z� q I 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number. STATE 0 F /Of ___ , COUNTY O d/.�.�sz_z), .. b. Phone number. s *1 - 82.344' 53 ®!® NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of prope , and street address if available) 2 S /V /D/ I 17'q-z,, 5 j2 ? 2. General description of improvement: 3. Owner information a. Name and address: 4LEXA l+)lx g f � c i - 1 ^ o O . u A b. Interest in property: W c. Name and address of fee simple titleholder (if other than owner): L Contractor ,t iAORR®Nc� ELL 0 4. Contractor. a. Name and address: G 2.2 S , , 3 :y ® 1 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: a. Name and address: b. Phone number. 8.1n addition to himself, Owner destgnates the foHowing person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TV..1ACE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT MTh YOUR LEN R OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. The foregoing Instrument was acknowledged before me this /L day of (name of person) as authority, ...e.g. officer, trustee, attomey 1. for behalf of whom Instrument was e S gnature of Owner or Owner's Partner /Manager Sig Tax Folio No. 11- 37 -e'C - d 5� orized Offfcer/Director Signatory's Title/Office 20 year) by . (type of (name of party on Stgne re of trtary POI( - Std of Florida Prin Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known . or Produced Identification Pus a t to Sec Under penalties of perjury, I declare that I have read the foregoing = • that the facts stated in k are true to the best of my knowledge and belief. �/y, BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ 760 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ,�,� 9 %��'; ®� , '.,, one # Owner's Address � ' / "1 s ge" City l q. it D 42,0 State / D. Tenant/Lessee Name CH ff/ 1 AI A Y t A P c Zip Master Permit No. &3 /. ;13 p Phone# 305- 322^ ( MB'? Job Address (where the work is being done) ZS w g i'®,/ %7/ City Miami Shores Village County Miami -Dade Zip 1 3 6 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C � .vim Phone # - K , 3f - 82.3 V Contractor's Address 2-2 5 c ez- ce City State f-� Zip - R 30/z) Qualifier Name .--- v Ale-p d ,-4-e Phone # 3 OS: ZcfS 74 State Certificate or Registration No. (We , C 2 7! Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 9 f ° 4 q . 7 LJ AuG 3. B j BY: Permit No. OW 1 4'}9 °- /6 33 VINDMIMIIWINEEMINIW ::x************** * **** ****************** F ees * * * ** *** * **** ******** ******** * *** ******* * * ** Submittal Fee $ Permit Fee $ 2 0 — CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 FI.RCTRICAL 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 conunencemen must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab e ce of such posted notice, the inspection will not be approved and r reinspec ' n fee will be c ' rg d. 1 / ArAi.4 Owner or Agent 1`" ontractor ",! The foregoing instrument was acknowledged before me this The foregoing strument was acknowledged before me this day of , 20 _ , . by day of `° , 20 ®4 Ew who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir *** **** *****a*** * ** APPLICATION APPROVED BY: (Revised 07 /10/07) NOTARY PUBLIC: Sign: Print: My Commissio 0/6( /1 ISS4 . MY EpMM 0id # DD 61080 p ri130, 2010 TS �: P1NES P pl ��nao� � Plans Examiner Engineer Zoning ** July 21, 2008 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shore Building Department Miami Shore, Fl. RE: Alexander Morrongillo 25 NE 101st St. Miami Shore, Fl. 33138 Dear Building Official : I Alexander Morrogillo certify that I am not required to retrofit the Roof to wall connections of my Building because : X The just valuation for the structure for purposes of ad valorem taxation is less than $ 300,000.00 The Building was constructed in compliance of the Florida Building Cod(FBC) or with the provisions of the 1994 editions of the South Florida Building Code (1994BFBC) STATE OF FLORIDA COUNTY OF BROWARD Sworn to and subscribed before me this 21 days of July 2008. Notary Pulic /' .. Print Notary's N 4/1P D / UE� My Commission Ex. ires : NANCY R. DIVELY MY COMMISSION # DD 510806 EXPIRES: April 30, 2010 Bonded Thru Notary, Pni�l.a Undorvirders When the just valuation o ft��tpiposes o ad valorem taxation is equal to or more than $ 300,000.00 and the building was not constructed in compliance with theFBC nor with 1994 SFBC and affidavit of Roof to Wall Connection Hurricane Retrofit must be provided. any Zane: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 313 Floors: 2 Living Units: 1 Atli Sq Footage: 1,807 Lot Size: 5,750 SQ FT Year Built 1981 1 53 41.8 53 42 MIAMI $5 000 SHORES SEC 1 AMD otal Exem • • s: PB 10-70 LOT 15 BLK 11 Legal LOT SIZE 50.000 X 115 $78 309 OR 13987 - 1332 01891 COC 28425 -2881 05 2008 5 ear 2007 2008 = 1 d Value: $195 873 iFfI = Idin, Value: $Z18 5:3 169,794 _ $414,258 •xY.kl' PJ $108 309 < 103 71 $25,000 $25,000 P- ,--„_ = $5 000 $5000 otal Exem • • s: $30 000 $30 000 arable Value: $78 309 $73 717 o No.: 91- 3208 -013 -1520 petty: 25 NE 101 ST 11 n ALEXANDER MORRONGIELLO TRS 25 NE 101 ST MIAMI SHORES FL 33138- e O/R: 13987 -1332 .: a Date: 1/1989 = e Amount •.119,500 Mi ii.Dade My Home Page 1 of 2 Show Me: Property Information Search By: Select Item 0 Text only My Home miamida de.gov, Property Appraiser Tax Estimator Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Assessment Information: Additional Information: lick here to see more information for thls munity Development District munity Redevelopment Area mpowerment Zone erprise Zone d Use roan Development Boundary ii- ACTIVE TOOL: 2OOf IN� �9 Orthophotography - 2007 CI 0 ® 58ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. MIAMI•DADE Legend Property Boundary El Selected Property ■ Street Ei Highway Miami - El Dade County U Water WE http: / /gisims2. miamidade .gov /myhome /propmap.asp 7/23/2008 .s0ob stes Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 1005014.E 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 08--/ 79 Job Name Date SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. jIn 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida•Building Code. (The roof deck is usually concealed prior to removing the existing roof system). : , • • . •••• d LtL Common Roofs: Common roofs are those which have no visible define units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofi should notify the occupants of adjacent units of roofing work to be performed. i2, 4. Exposed Ceilings: Exposed, open beam ceilings are where the undersi viewed 'Trom below. The owner may wish to maintain the architectural appear penetrations of the underside of the decking may not be acceptable. The Florida option of maintaining this appearance. • 5. Ponding Water: The current roof system and/or deck of the building malt ?tot train VOII,Agd may cause water to pond (accumulate) In low -lying areas of the roof. Ponding can be an indication tlf Structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation all not be reduced. It may be beneficial to consider additional venting which can result in extending the sew _ "e of the roof. Owner's /Agent's Signature Property Address Date Rev 112012005,Computer Services, Building Department Permit Number - -_ „ ! � % d0 LL_ gnature APPROVED ZONING DEPT BLDG DEPT • ail • rovidsjthe • • .... • .• ring eir • • e•••• PERMIT #: area Miami Shores Vill= •e • • BY DATE 'a Ir SUBJECT TO CO::, ”. _ : x . P1MTN ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS s HOOF ASSemaLIES AND ROOFTOP STRUCTURES 15.:12 Florida Building Code Edition 2004 High veloc Hurricane Zona Unilnrre Permit Appticatton Form. SeCtinn A (General Information). Proc 's No Master Permit No. Contractor's Name 1 / ®l S- F nn Are- r elay ❑ Mecnanicaliy Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Snakes Job Address . ❑ New Roof L7 Luw Slope ❑ A Sh1n01es Low Slope Roof Area (SF) Fnnn AB•:1:1i 1 P 11 a nl 71 ■aw 111113111F ❑ Prescriptive 1311R-RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTI =M INFORMATION Sleep Sloped Root Area (SF) 1 % 1 /4 •• • • • • • • • • •••• •• • • • • •• • ❑ Repai • ❑ Mein..l.ance • • • • •••• •••• •• •• • • • • • • •• •• TOO TSP) • • Section B (Roof Plan) • • • ketch . • I clude dimensions ons section and levels clearly�idenli y dimensions 1 elevated pressure zones a liia 01 • parapets. • • • • • • • • • • • • i „KORIOA auiL01tsIG COOL — l t.IILDINIa Low slope roof area (ft. Perimeter Width (a'): Roof System Information Corner Size (a' x a'): Steep Sloped area (ft?), Section B (Roof Plan) Total (ft. 1 Obi IIIIHIIIIIIIIIIIHHHIIH 1�I011In>t� _ . 1100011011 20 1110=1111t 110101=1111110111010PUMMISIM 1U11111.1 r%Ni' `111n0n1• E21110/ X11 1••li1 v1111011AW �sti��>uc 11iiIIMU •i1••>Qi ■•IO>>Il 01 0 1v 00ii. t�[r•O1f111Ni1i 1111 .IIII IENIJJJIII ILUII IIIIWA�[W� '$r4II ` /`L RIIU[ Ii ' Z 111011110110011111111 1111111101MMINWINSIONIIIMINILIINIIIIIMMIEWNLIMELVin 1000111010 'UM !__ 101101001111111110111111011000 Milli11111111a 110=..."`E'S=10111111110MILVISE00.1 011101111111■0111010111100010111110003MWMMIGE10P0ME1101111111110011110110011SKI 010110111011,2011LUSIIIIIMARIMIIMINIMISMIIUMMIIIIIIIMINIMMISIMOMMI0110101101102 11/ 1111111 101111110111 •111,v�i�!0/11•nt1�1110I/11n111 l/1101! I I..a U1 MAINNI .SHOOK Uv1IBI/1UIIRIIIn Ulh0. 11 11I101nn1 •hlnlhllI•i•1v11hI11001IU10inhn1I I1 1 1 11 11 1 •L., 11111111101111100001101001110 v /111/1, , ,.� 1r013.000110 "410111I0•1100 10M0QI0 W1m 1111111011110HICE 1001010001100.1010110111111M0 110 `r�l%I' /ARI hhr /itii11k1i � 1110 01l1Ut>•/AUvv110 ■II■0.10•'a011iiiii0�•1 1ita10••1•i• ti \tvly 1i111•r�.d'1r1lMISP IP,S7!YAI ii/11 iii01i11�W ■I i01 J1[[' ��: ' ��"�r1 a 1 ■ •� •111••11 ► 11•<I 1 •OI1I1 R I.0 101RRW w :./1R$•I •1•hI••nR$n•I'n•n 1 ► I 1 1 I 1 1 1 1 1 � 1 1 1 1 111 1 1 1 1 1 1 i l 1 1 i J i i l■ _._ ,,, 1 1 1 1 1 1_111 1 SI1II�1I —mum- ammu �i1i•1/Ir 1 I i i ► n1 • 1 1 100110111011111100100010 1 0100110111101101111 1 1 ` �R1 R• Bi R*I 1i10 UUR1 $ 11 1► 1111 1 ri 11 I i 1 1 1 1 1 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. 7674C 2tiV �;.�tt Roof System Manufacturer: � iiitiso,1 /La O, / . Notice of Acceptance Number: 7 — 6 7 ap, 63 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): y: S' P2: 9'S- / P3: Maximum Design Pressure fb 7,----0 • .•. (From the Product Approval Specific System): • 40, V •••• •.Wed /a:4y w ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. • • • • • .1 Roof Slope: 121 ` Mean Roof Height: it L. teepSStoped Roof Syste Desc ion Type & Size Drip r, Edge: 1 1 .. •••• • • •••• • • •• •• • • • • • • • • • •••• --•••• Deck Type: ? Z .1 / ::: • • • • I� .mss F •• • \ s, \ Insulation: I 41 4 Fire Barrier: r - - - - - i1- *-- s- 44. -e Ridge VanUl /r/G) -� Fastener Type &Spacing:: gam /2`e.ie- •••• • • • • •••• •• • • • • •• • Adhesive Type: g b R Type Cap Sheet: [ ?o# /s7/c4. `% Roof Covering: L �ysvd f ;7 /3 • • yF sC ' /n-e--141 T '? 2CG.11'/ FLORIDA BUILDING CODE -- BUILDING Where to Obtain Information ,. Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity M Produce Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Apprnval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval . Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official al the time of permit application. Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based rile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Required Moment of Resistance (Mr) From Table Below 3 Product( Approval M • • • °Must be used in conjunction will a list of moment based tile systems endor ed by the Broward County Board of Rules 2nd Appeals. • • • • • • • • •••• For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than eii rjull tt: he Fr value j • for each area of the roof, then the tile aua lunent method is acceptable. • • • •• • (P x xw:= ).W: xcoa8 =Fr1 (P x L = x w: = ) - W: x cos 0 = F,2 (P3• x L x w: _ ) - W: x cos 8 = Fr3 FLORIDA BUILDING CODE - BUILDING (P i 2.0.33P = (P2: ` T5 ' , x62'330 = (P3: 9 :5) x x d ) -•g: • =Ma ) -Mg: Ma 0-, = M ) - Mg: o & t =M Method 2 "Simplified Tile Calculations Per Table Below" Method 3 "Moment Bused Tile Calculations Per RAS 127" ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval Mr T � T � / �, ' �, 7 L Product Approval M1 5 ' F , l r 4.5 Product Approval Mr � A' 1 Product Approval F' Product Approval r Product Approval F' • • • • • • • • •• • • • • • 15.35 •. •• • • • • • • • t i. M required Moment Resistance* Mean Roof Height '- • Roof Slope 4, 15' 20' 25' 30' . • 40' • • • • • •foil 2:12 34.4 36.5 38.2 - 39.7 • • •• • •42.2 --..e.- 3:12 32.2 34.4 36.0 -. 37.4 • • •••• 39.8 • • • • 4:12 30.4 32.2 33.8 35.1 - • 1�s • • • 37.3 5:12 28.4 30.1 31.6 32.8 • • r••• • •• • 6:12 26.4 28.0 29.4 30.5 • • • 32.4 •••• 7:12 24.4 25.9 27.1 28.2 • • • • 30.0 • • • Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based rile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Required Moment of Resistance (Mr) From Table Below 3 Product( Approval M • • • °Must be used in conjunction will a list of moment based tile systems endor ed by the Broward County Board of Rules 2nd Appeals. • • • • • • • • •••• For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than eii rjull tt: he Fr value j • for each area of the roof, then the tile aua lunent method is acceptable. • • • •• • (P x xw:= ).W: xcoa8 =Fr1 (P x L = x w: = ) - W: x cos 0 = F,2 (P3• x L x w: _ ) - W: x cos 8 = Fr3 FLORIDA BUILDING CODE - BUILDING (P i 2.0.33P = (P2: ` T5 ' , x62'330 = (P3: 9 :5) x x d ) -•g: • =Ma ) -Mg: Ma 0-, = M ) - Mg: o & t =M Method 2 "Simplified Tile Calculations Per Table Below" Method 3 "Moment Bused Tile Calculations Per RAS 127" ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval Mr T � T � / �, ' �, 7 L Product Approval M1 5 ' F , l r 4.5 Product Approval Mr � A' 1 Product Approval F' Product Approval r Product Approval F' • • • • • • • • •• • • • • • 15.35 •. •• • • • • • • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 858 South Military Trail Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count U8to1 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theiht to have this product or material tested for quality assurance purposes. If this product or mdfi it fails toperform in the accepted manner, the manufacturer will incur the expense of such testing and the Afirrli 5 immedidtely • revoke, modify, or suspend the use of such product or material within their jurisdiction.. I;$ 1 reser; es right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divis u that this product pr: • • • • • • • • 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 F1ori8a Builatdf Code including the high Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Hanson Flat The •• • • • • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. ■, NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 1 of 6 • � • •• • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This is a new system using Hanson Flat Tile, as manufactured by Hanson Roof Tile Inc. in Sanderson, 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 pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Hanson Flat Tile Trim Pieces The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= 17.25" TAS 112 w = 13" 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Construction Materials HRT -023 -02 -01 Technologies Redland Technologies 7161 -03 Appendix III 94 -084 94 -060A 25-7094-2 25- 7094 -8 TAS 112 Prodi e : Descript 11 • ••. • • • •••• •• • • • • •• • Flat, interlocking, concrete tiie equipped titith two nail holes. For direcf auk or battened nail-on, mortar or adheshe $gr appliept a ps. Accessory trim, concret$Ybbfliieces fofuse at hips, rakes, ridges and valley termi ens. Manufactured for each d prede. � Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) • • • •• • Date June 2007 Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 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, Inc. 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. 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111-4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) . Static Uplift Testing • • • TAS 102 • (1 Quik-Drive Screw, Bat) Wind Tunnel Testing • • • • TAS 108 (Nail-Olt. Wind Tunnel Testing• : • TAS 108 (Nail -Oni) • 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 25-784.8-6 25 -7183 Two Patty Adhesive Set System NOA Expiration Approval Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 • • • M ci 4995 • De:• ■•191 .. . • • • • • Aug..1994 July 1.994 • Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 March 1995 April 1999 No.: 07-0720.03 Date: 09/27/12 Date: 09/27/07 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w:)••:•: • Tile Profile Weight -W (Ibf) Length -I (ft) : .Width- ff(ft) Hanson Fiat Tile 11.2 1.4375 1.013 3. LINIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION .... • • • • •.•• • • • .• • • • .. • • • • . • • • 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 •••• • • .• • • .••. • • .. • • • • .• • Table 2: Aerodynamic Multipliers - X (ft X (ft) Profile Batten Application Tile Profs Hanson Flat Tile Direct D X (ft) tion 0.304 0.330 NOA No.: 07-0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 4 of 6 • • • • • • • • • • Tile Profile Hanson Flat Tile 2° :1 Battens 7.53 Direct Deck 8.25 Table ring Moments due to Gravity - M (ft -Ibf) 6 " :12" 3: R o 3 °:12" Battens Direct Dec 4 ":12" Battens 7.35 Direct Deck 8.05 5 ":12 Battens 7.20 Direct Deck 7.88 Battens 7.02 Direct Deck 7.69 7 °:12" or greater Battens 6.83 Direct Deck 7.48 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8. N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 ..N/A • • 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 Ago' : • • •N/,A • • • • 2 -10d Smooth or Screw Shank Nails Eave Cli. 31.9 31‘18•;•• •••• N/A •••• •••• •••• 2 -10d Ring Shank Nails' 50.3 "It": • • •NiV_► 1 Installation with a 4• file headlap and fastemers are located a min. of 2 from head of tfle. • • • • • Table 5: Attachment Resistance Expressed for Two Patty Adhesive as a Moment Set Systems Tile Application Ni, (ft-16f) •.•..• • •• • • • • • Minimum Attachment Resistance Tile Profile Hanson Flat Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - M1 (ft-Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile PolyProTM PolyProTM ;11/3.ft 40.4V 4 Large paddy placement of 45 grams of PolyProT"". 5 Medium paddy placement of 24 grams of PolyProT"". Table 5B: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Hanson Flat Tile Tile Application M ortar Se ts Attachment Resistance 43.9 6 Tile -Tito Roof Tile Mortar. NOA No.: 07 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". •••• • • 6.1 Application for building permit shall be accompanied by copies of alp/following •, • 6.1.1 This Notice of Acceptance. • • • • • • 6.1.2 Any other documents required by the Building Official or appkeable building code in order to properly evaluate the installation of this systbeit• . . • • • • . •••• •••• 6. BUILDING PERMIT REQUIREMENTS 13" HANSON FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) PROFILE DRAWINGS HANSON FLAT TILE END OF THIS ACCEPTANCE •• • • • • • • •• • •• •• • • NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 6 of 6 M I A M 1'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County•l'rfod'uct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Nlivai pade (Qurity) reserve the right to have this product or material tested for quality assurance purposes. It this prb1t br material fails to perform in the accepted manner, the manufacturer will incur the exp®xso of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or ¶vateriaj•wilhin their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determir4ed bi MianlilVade County Product Control Division that this product or material fails to meet the ;menu ; gf the applicable building code. • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of : on Building Code. • • • • • • • • • DESCRIPTION: Polystick P, Basik, IR/IRX, � ; TU Plus d MU Underlaymeuts • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 • • .• • • • • • • • • • ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub- Catesorv: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick MU underlayment Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 65'8" x 3'3 80 mils thick ASTM D 1970 ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self-adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as aq ice & rain shield. • . • • • • . A homogeneous, rubbefited•asphalt • . • . waterproofing membrane,•fass fiber • reinforced with polyole f lin or4the, upper surface for use An anderlayn3eat ter metal roofing. • • • • • A fine granular /sand toy surface serf' • adhering, APP polymer m ortified, •••• fiberglass reinforced, bituminous &ea.' material for use as an ur►derfaymep•in • . sloped roof assemblies. Designed Val? ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06 -0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Asency Exterior Research & Design, LLC PRI Asphalt Technologies INSTALLATION PROCEDURES: Deck Type 1: Base Sheet: Fastening: Membrane: Surfacing: 1. 2. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 Test Name/Report TAS 103 ASTM D 1970 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self-adhered. None •••• • • Wood, non - insulated, new construction One or more plies of ASTM D 226 Type II or ASTM D 2626 or Potyprptgctor UM br Polyprotector UDL AS. • • • • • • • • • • •• • •••• • • •• •• Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 • •••• • • •••• •• • • • • •• • All nails in the deck shall be carefully checked for protruding heads. Re- fasten any 1pose depg panels, and sweep the deck thoroughly to remove any dust and debris prior to application. •••••• Place the underlayment over metal drip edge in accordance with RAS 111. • • • •• • • • • •• • 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LI IITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary seof for longer than 180 days after application. Polyglass reserves the right to revise or alter product• exposure times; not to exceed the preceeding maximum time limitations. ` ` 7. All products listed herein shall have a quality assurance audit in accordance w!ttis4i :Florida `• ` • • Building Code and Rule 9B -72 of the Florida Administrative Code. • 8. In roof tile application, data for the attachment resistance of roof tiles shall be a forth in'ctib ` s • • roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used ilindth:adhesivi sit and mechanically fastened roof tile applications. Polystick IR/IRX is limited to :echanical)y`•` •• fastened roof tile applications. The maximum roof slope for use as roof tile urgier11Anent fg.. • (direct -to -deck) tile assemblies shall be as described below: • • • • Tile Profile Flat Tile Profiled Tile Polystick IR/IRX 5:12 Prohibited Polystick MU No limitation 5:12 PolyyfIck`TU, T P!xs No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to pr operly • evaluate the installation of this materials. • • • • •• • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICIZ IVIBRAth: • • •1. Polyglass does accept the direct application of Polystick underlayment membra; �s decks. Installers are cautioned to refer to applicable local building codes prior to direct tlt..akinstalfatiju • to ensure this is acceptable. Please also refer to applicable Product Data Sheets of tk • corresponding products. • • •••• • • 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be - nailed in• • k • selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 • • • • • • • • • 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick PolyProtector UDL can be furnished upon request by our Technical Services liepartm calling 1 (800) 894 -4563. END OF THIS ACCEPTANCE mambranes•and ent b , * . , • .. • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self+ • • • adhered underlayments. Warranty must be requested and registered by Polyglass'te•be in fofce' • 14. Questions in regards to the application of Polyglass products should be directed td oui" Technical' • Services Department at 1 (800) 894 -4563. • .. 15. Polyglass recommends that a licators follow good roofing "• ' ' ° ' • •••• PP g g practicE outlined by the National Roofing Contractors Association (NRCA). • • • •. • • • • • • • .. • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 suck.areduct or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined •by► BCC() 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 IFigli''dblocity Hurricane • Zone of the Florida Building Code. ••••• • ••••• • . • •••• •••• DESCRIPTION: Polypro® AH160 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. • • • • •• •• • •• • RENEWAL of this NOA shall be considered after a renewal application has been filed a4d tVdre 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 chaiage•i 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 he cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • • • • • • •• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polyproo A1r1160 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® All 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 Product Description Specifications Polypro® AH160 NIA TAS 101 Two component polyurethane foam adhesive Foampro® RTF 1 000 N/A Dispensing Equipment • • • ProPack® 30 & 100 N/A Dispensing Equipment.. • • PRODUCTS MANUFACTURED BY OTHERS: PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2 126 ASTM D 2856 Results •••• • • .... • • • • • • • • • • •• • .•. • • • •.•. .. • • • • • • • • •. •••• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cu,riei&t,NOA vev1,1ie1 • list moment resistance values with the use of Polypro AR160 roof tile adhesive. • •••. • • •••• •• • • • • •• • 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 .. • • • • • • •••••• • • • • • • • EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438-4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 4. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with F 2 F'_ MS W Test Name /Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 1 1/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 TAS 101 .... • • • • •••• • • • • • • 12/2$/9'8.' . • • .•.. •••• • • • • .. • •••••• 03/02L9.�1 • •• • • • • • • • • •• • • •••• • • •• • • • • .. • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tire 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. the use of Polypro® AH160 roof tile adhesive with TAS 101. the use of HANDI- STICK. roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • •• • • • • • • • • • Table I: Adhesive Placement For Each Generic Tile Proilile : ••• Tile Profile Placement Detail Single Paddy Weight Min. (grams) 35 Two Padd' WCipibt per paddy Min`• (grams) N/A Flat, Low, High Profiles #1 High Profile (2 Piece Barrel) # 1 17 /side on cap and 34 /pan N/A Flat, Low, lligh Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A1-1160 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® AH 160 shall be applied with Foampro RTF1000 or ProPack® 30 &.100 iispensng • • • equipment only. • • • • • •• • •• • • 7. Polypro® AH 160 shall not he exposed permanently to sunlight. • • • • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to d•ttrinates after • • • Polypro® AH 160 has been dispensed. .•••• "" • 9. Polypro® AII160 placement and minimum patty weight shall he in accordance IV1rh'the'P1aMment • • Details' herein. Each generic tile profile requires the specific placement noted tieneini • • • • • • •• •• •• • LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page4of7 • •• • • • Nail through plastic cement Paddy (Beneath THe) Under layment 1 11 Eave Course Eave Closure Fascia Eave course only: Keep adhesive approx. 4 hr. up from weepholes Nail through plastic cement Underlayment Eave Course ig in. Eave course only: Keep adhesive approx.4 in up from weopholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath THe) Fascia Eave Closure Nail through plastic cement Underlayment 1 Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Paddy (Beneath TUe) Fascia Weephole Eave closure Drill edge 1) Place enough adhesive to achieve 17 to 23 square Inches In contact with the pan tile 2) Tum covers upside down. Place adhesive 112 In. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment 1 Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure nave end of pan and cover tiles are Hush at eave line. Eave closure (mortar shown) Weephole Fascia Bo Optional2x4's for steel) Pitch aPPUrietions • • • • •••• Nab rer gestic comer* • • • • • • • • Optional Point -up Mortar on longitudinal edges oldie • Sheathing •• • • •4 ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 •••• • • • •••• • •••• • ••• • • ••• • • • •••• • II•••• • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment Eave Course Nall through plastic cement Underlayment Eau!) Cause Paddy (Beneath Tile) Fascia Eave Closure Paddy (Beneath Tile) •• • • • • • • •• •• • • • • • • • • • •••• • • • • •••• • • • • •• • • • • • • • NOA. No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • •• • •• • • • • ••• • • • •• • • • • • • • Nail through plastic cement Single paddy 3 in. under tile x3in. Single paddy on under- layment Single paddy on top of tile Paddy (between tile) Paddy (under tile) Eave course 2 M. X 7 M. medium size paddy eave Fascia course only Nail through plastic cement ti. ter' 3 in. x 3 in. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment Single paddy on under - layment 4 in. Single paddy on top of tile Eave Course Single paddy between tile Eave Closure 2 in. x 7 M. medium size paddy save course only Fascia END OF THIS ACCEPTANCE Single paddy under tile Single paddy between tile 2 M. x 7 in. medium size paddy eave course only • • Fascia Weepho)e • lave closure Drip edge • • • •••• •• • • • • • • •• •• •• • • • • • • • •••• • • • • •••• • • • • •• • •• • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • • • • • • • • • • • • • 11115/2007 Thu 12:04 • TILE THE DOW CHECIMAL COMPAN Y TILE BOND PRODUCT ON TILE THE DOW CHBCIMAL COMPANY TILE BOND PRODUCT ON HIP & RIDGE METAL HIP & RIDGE METAL RECOMMENDED INSTALLATION TYPE A POLY FOAM SHARED PATTY RECOMMENDED INSTALLATION TYPE B 2301 WEST 8 LANE. HIALEAH FL33010 TEL :3058B59991 FAX: 3058859006 WWW.EASTCOAST- METALS.GOM East Coast Metals 305 -885 -900$ PATENT 6,647,675 PATENT 6,647,675 ID: #21320 Pagge 1 Of 1 DETAILS AND SPECIFICATIONS RECOMMENDED INSTALLATION BY THE DOW CHEMICAL COMPANY FOR MORE DETAILED INFORMATION ON LIMITATIONS AND INSTALLATION PLEASE CONTACT THE DOW CHEMICAL. COMPANY DIRECT AT 1- 800 -800 -3626 OR VISIT THEIR WEB SITE AT http: / /www.getdow.com IMPORTANT FOR MORE DETAIL PLEASE REFER TO YOUR LOCAL COUNTY BUILDING CODES CHANNEL METAL - HIP & RIDGE METP PATENT 6,647,675 THIS INSTALLATION DOES NOT CONSTITUTE THE USERS OWN WORKPLACE RISK ASSESSMENT, WHICH IS REQUIRED UNDER OSHA (OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION A \ PLEASE HANDLE WITH CAUTION • • • • •••• • •• • ••• . • .. • • • • • DETAIL AND SPE IFICATJONS RECIENDED.TALLAI6 BY• FO.WI FIE DETAILS ')1NE010;rt4ON ON,1,1 1 ?ATIOAS.1%15 INST1a1.•. �TiION PL.4 JC.ONTACT POLYFOAM . DIRECT �T 1- 888 • -774 -1099 • • ••• OR.VISTr THEM, A.T httptpr repolgfoaacc • • • • • • IMPORTANT • • • FOR MORE DETAIL PLEASE REFER TO YOUR LOCAL COUNTY BUILDING CODES CHANNEL METAL - HIP & RIDGE META PATENT 6,647,675 THIS INSTALLATION DOES NOT CONSTITUTE THE USERS OWN WORKPLACE RISK ASSESSMENT, WHICH IS REQUIRED UNDER OSHA (OCCUPATIONAL SAFETY Sr HEALTH ADMINISTRATION PLEASE HANDLE WITH CAUTION HIP & RIDGE METAL (PATENT 6,647,675) CHANNEL METAL FOAM INSTALLATION NOT DRAWN TO SCALE F230