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RF-08-1841 Inspection Worksheet Miami Shores Village %L 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-97805 Permit Number: RF-10-08-1841 Scheduled Inspection Date: July 10,2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: BUTLER, ROBERT Work Classification: Tile/Flat Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments FLAT AND TILE ROOF ON NEW ADDITON Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. I I I ,,,,,,,,o ,,,,,o For Inspections please call: (305)762-4949 0^,,,,0„so t Lab Report No. 09-060013 PL' DA TEC , ,. C. A.#: 26095 Providing Solutions to the Roofing Industry, Certificate No.08-0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDREsS 123 NE 97 St.,Miami Shores Fl. PERNIITNo: RF-10-08-1841 OWNER: Robert S.Butler ROOFING SQUARES: 10 CONTRACTOR: Allied Roofing Industries Inc. ROOF PITCH.• 3:12 TILE TYPE: Altusa S INSPECTOR INITIALS: JM/JM ATTA CHMENT.• Poly Foam TEST DATE: 6/2/09 Testin E ui menta Di ital Chatillon DFIS 200 Test Tabulation Re uired Testin Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-5 Passed 6-10 Passed 11-13 Passed THIS ROOF HAS: PASSED X FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. "ROOF SKETCH" 7 12 8 11 North ; 9 1 6 10 2 5 13 3 4 N/A Front Sincerely, c,•3 •oq Alberto Cardona, P.E.-Lic#17138 595 West 18 St.,Hialeah,FL 33010 (305)256-4550•Fax(877)379-0865 www.floridatec.net xkft� SAM"1/&use 94 Z)044"e4 10050 NE 2^d Ave'Miami Shores,FI 33138 ... _- "' Phone 305-795-2204;Fax 305-756-8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.$44 F.S. To; Miami Shores Village Building Department Date: / d 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: � ��=✓�' �v'�(�°-+� Property Address: Roofing Permit Number: Dear Building Official: l__ _ �, _�r�,a/Lr✓_�/ "7. certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.0. ignafil Print Name License Number State of Florida County of Dade The undersigned, being the first duty sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of 20 � Notary Public, Sate of Florida at Large (SEAL). .— _ L143 GEORGE MARaUn# aaFINAL, COMPLIANCE MY COMMISSION DD616172 EXPIRES November 18,2010 FtorldeNotn ry8erwce.aonff AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami,FL 33175 Re: Owner's Name �pbf4, 12r Property Address �Z I(J E Ci ?S d Roofing Permit Number Dear Building Official: / I "`Ck(C C,,t &M-i X certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying gent Signa re of QAlifymg Agent AWC 4'C4 Print Name STATE OF FLORIDA COUNTY OF MIANII-DADE Sworn to and subscribed before me this p20 day of (,( ,20 , MAMA (SEAL) 'OR • mon DD 664538 Fires Ap- 18,2011 nra i h141CWICa 7� onall known or Produced Identification C:U)o —ft and SettiaBaktoI)My Dis\SMtisft=0mpha 21Rwfmg Abd—tComplimce-92607FXablo.doo .r' 10050 ISE 2nd Ave"Miami Shores,Fi 33138 Phone 305-795-2204;Fax 305-756-8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To; Miami Shores Village Building Department Date: l 10050 NE 2"d Ave Miami Shores, FI 33138 / Re: Owner's Name: ��-✓�' y�/ ''� Property Address: Z23 At 97 5't- Roofing Permit Number: Dear Building Official: I �, Z�/�f�l/�rtL certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A,C. /6 4.04�, ignat Print Name License Number State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me thisZ2 day of 20 Q Notary Public, Sate of Florida at Large (SEAL..) ,� 60�� 72010 FINAL COMPLIANCE MY COMMISSION#D0 EXPIRES November 19 i aye 10050 NE 2"d Ave pqr'' Miami Shores,FI 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit# -. �(�•l7�' b l DATE: O INSPECTION AFFIDAVIT Um-Li I �a 1 �, ► %IC 4 , licensed as a (n) Contractor/ Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: cx)L�)�l U On or about `��/ �s , I did personally inspect the roof deck nailing and/or (Date&time) secondary water barrier work at 12 3 /`,u –7 4- (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) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 9Y day of I GARCIA ,`tunapATRICIA Notary Public, Sate of Florida at Large �.a comm#onoa1a13s e • res 9/3012012 WINc ftAde NOWY Assn.,I►tc 11 �iN• BA®99 e.Upl..B..®Op.Y.eO.00N "General, Building, Residential, or Roofing Contractors or any individual certified under 4Mr.x`td ma9ce such an inspection. Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 BUILDING Permit N0-44 PERMIT APPLICATION Master Permit No. c)( 1 ?J(ol-� FBC 2001 Permit Type(circle): Building Electrical) Plumbing Mechanical CRoofingD Owner's Name(Fee Simple Titleholder) * r 1 (�h9ne# Owner's Address I 5 L] " CityllcJYl1t nAnc State Zip 25: 9" Tenant/Lessee Name Phone# Job Address(where the work is being done) City NVliami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 4-� ( I i Phone# � � �� r (C) Contractor's Address df LeZ • `�� '} City �v'l�`l State r-L Zip ��( O C �1 a Qualifier State Certificate or Registration No.((�', (�L/c -;(� Certificate of Competency No. Qa Cj C Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit 1 Square Footage Of Work: I CC'0 Type of Work: ❑Addition ' Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: R E-V I S E 0 Td /-1U C ZU A6 -- /N S.ZVY t' 0_A a� Submittal Fee$ Permit Fee$ CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$ Total Fee Now Due$ (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturey i � Signa Ae------ Owner or Agent Contractor The fore ing instrument was acknowledged before me this ��t++ The foreg ing instrument wase acknowledged hefore me this day of J WY6 20Dy,by ® ��' day of � 200!,by t t 1�1�fi16l 1G� who is personally known to me or who has produced who is personally known to me or who has produced As ide tification and who did take an oath. entification an who did take an oath NOT NOTARY PUBLI . ru ■n■°°°■■TRIC■e■■suenu■u■unuu■ Sign: pAOCIAC'�A : Sign: ° • ° ° ■■■euu■uu mm i Print: Print: •``"'v�� & Cflmm#D 4 e My Commission Expires: 3L%.,r,�;+,;`° Florida NotaryAsm.,Ind My Commission Expo ~ P M02072 s' a■ri■ienIle■i.Beeu®■eem■eiee■■ye■euY■iH■s tre�i�n. hlt4 ��r�r�r,��i��:��x��,�*�r��x��,x,��+��,��■��,��r��r�r��r��r��xs,mid. "�4t�Baleti�tdt�f�6 �4i6�Jiii�l'i °� ��*��x��.��**��x��xx�x�x*•x��**x*��ax�a��xxmz��*�xxx��xxx�x��xx*x��x��x��xx�*�xaxxxx APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Che 05/13/03 L f k M 1 A M I•DADE MIAMI-DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) LL Building Products,Inc. 295 McKoy Road Burgaw,NC 28425 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). 1 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within I their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:PR1D/MD1051)Power Roof Vent 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 fi 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.03-0306.08 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 08-0107.10 Expiration Date: 02124/13 RO , Approval Date: 02/28/08 r , Page 1 of 3 9 ??V r ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Catenorv: Ventilation Material: G-90 Galvanized Steel(Aluminum Hood) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: s Test Product Product Dimensions Specification Description PRI D/MD105D Power 9.3 l"x 28.00" TAS 100 Powered Roof Vent,with fan and Roof Vent 0.020"thick Steel thermostat with a galvanized or t (Min. 0.028"thick for aluminum hood. i Aluminum Hood) Jit EVIDENCE SUBNIITTED: Test Agency/Identifier Name Report Date r Celotex Corp.Testing Service TAS 100(A) 520412 October 1999 PRI Asphalt Technology TAS 100(A) LLB-002-02-01 June 2002 APPROVED APPLICATIONS Cutout: Vent must be place 18" from ridgeline. At chosen location and centered between two roof rafters,cut a 15"diameter hole through shingles and sheathing boards. Using marked position as center point, scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof Remove roofing nails from top row of shingles so the flashing of the roof vent will ( slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at x I , corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 450 with approved roofing nails,keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of W. See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature ' 3 IV i NOA No.: 08-0107.10 Expiration Date: 02/24/13 Approval Date: 02/28/08 Page 2 of 3 r A ' C 4$Y i 3 9k VN LEWTATIONS: 1 k. 1. Refer to applicable building codes for required ventilation. 3 ' 2. For PRI D/MD105D Power Vent,thermostat and wiring shall be installed in compliance with LL Building Products,Inc.published instructions,and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. « 4. PR1D/MD105D Power Roof Vent shall not be installed on roof mean heights greater than 33 feet. k DETAIL DRAWINGS PRlDAWD105D POWERED ROOF VENT ,. 22.41 9.31 531 4.94 _,. 2&00 ALL DIMENSIONS IN INCHES r ' -t--1.00 28.00 1.00UP 4.3 ° �W 1 28.00 • IJ '^ � • • u,j` c A kip pp77y"prpppr ^5: Wn, hr''l 1pYt ,A . END OF THIS ACCEPTANCE NOA No.: 08-0107.10 Expiration Date: 02/24/13 AM.M.►DeCv r�r Approval Date: 02/28/08 Page 3of3 t yy u Miami Shores Village gras,� Building D ep artment >0050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ Tel:(305)795.2204 Fax: (305)756.8972 �a(; BUILDING 04m Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circle): Building oofin Owner's Name(Fee Simple Titleholder) 96,00-4 b(A+!fir Phone# Owner's Address City �);p��n, S1,o�eS State l-C. Zip Tenant/Lessee Name Phone# Job Address(where the work is being done)_ �-3 ftp (c �D-S City Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# %I - 3aO& - U� l 'S— ` �FIto Is Building Historically Designated YES NO—X,_ Contractor's Company Name IN� i Q p0 J�-. Phone#—?,Ug -Contractor's Address -4�-* W lfk- city ' M.C%-M► State L Zip G Qualifier Name L 1 CL\ (7a -CPhone# US-- - 7W(C� State Certificate or Registraiion No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ ,0 a Square/Linear Footage Of Work: 100CIG F-+, Type of Work: [Addition ❑Alteration ❑New ❑ ace Re air/Re l p p ❑Demolition Describe Work: jit s- -C%\\i:A V,yn dS An' le-, C9L + raUl�- I Q d Submittal Fee$ Permit Fee$ CCF$ CO/C�-" Notary$ Training/Education Fee S. I- Technology Fee$ Scanning$ �' r Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ See Reverse side-� . l . Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 1� Irt Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence u posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Sign Owner or Agent C tractor r� The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thiso� T day of ,20_,by day of rGA ,20 09,by._ MO_rjC i&A , who is personally known to me or who has produced who i ersonally know o me or who has produced As identific=)dwhoe an oath. as identification and who did take an oath. ; NOTARY P. GEORGNOTARY PUBLIC: V' *=•MY COM ��ell Sign: 98-0 ida Sign: .Lda' Ji Print: Print: Q My Commission Expires: My Commission Expires: aFx xaF 4r aYx iexie'x xoexa4 ai ie ae i�nF it at it Bexxxxx4xxie ai nk ix ec xit ek ix s4xxe'cxxxx+4xxaFxxie akxoYx t'xxic�k�Yxxx�ix iex ie iexir>e ix ae ze is ak irxxxxxxiexxzxiexxxxxxakxx4ex a4 ie APPLICATION APPROVED BY: AV,-40- a2awffiLl ,e Plans Examiner Engineer Zoning (Revised 07/10/07) t . • HIGH-VELt}C}TY HURRICANE ZONES 0000 SECTION R4402.14 •••••T HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLt11-1. •� •• •. . .. 0000 �'P0 •• 0•.00 Florida Building Code Edition 20t14 • 0 0 •• . , r �•• •• F_ High V Hurricane Zone Uniform Permit A tication Form. INSTRUCTION PAGE ..• • ,, : .T. 0_ 4P - 0 ' 000 i1i OMPLETE THE NECESSARY SECTIONS - 00000 E UNIFORM ROOFING PERMIT ' sAPPLICATION FORM AND ATTACH THE "',--l" LQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Ap fication Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 l Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Glay Tile A,B,D,E 1.2.3.4.5,6,7 Metat Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable: 1,2,3,4,5,£,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General limitations Applicable Detail Drawings 3. Design Calculations per Section R4403,or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Consideratio 7. Any Required Roof Testing/Calculation Doc, • Miami 5 ores illage APPROVED BY DA ZONING DEPT BLDG DEPT 10 FLORIDA BUILDING CODE—RESIDENTIAL SUBJECT TO COMPLIANCE NTH ALL FEDERAL 9 STATE AND COUNTY RULES AND REGULATIONS HIGH-VELOCITY HURRICANE ZONES 0000 • • - 0000 0000•• Florida Building Code Edition 2004 •• •• High Vek>city Hurricane Zane Uniform P'erm'it Appfication Form •••••• •• •• •••••• 0000•• • • • 0000•• Section A (General information) •...•• :.• .• . 0000 . .. ..... Master Permit No, OR"I 3 Q Process No. AA Contractor's Name A ,\f QA o 'vywlt i•�i�i � • • • • -�— c S-1- • • •••.• .lots Address � �� n/�• :....: 0000 ROOF CATEGORY Low Slope Q Mechanically Fastened Tile ;K Mortar/Adhesive Set Tile �^ ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ✓�.., ROOF TYPE New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) �wo (mc) I00.a Section B (Roof Pian) 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. •`�� _' -xy e- -•''-'• � �,_ - .,-:.-.-. _T L._` �..i..._�.,-,tom--1• ;_• t s i.,,f 2_1 ..' -...( ... _ i. -,.i..`�. T•f`:r - ..$. •'.t --.#..; '••� t tYf.-?..... 1. J i .. r S..f • ,•«. ,_. . i Mme, r U- 1.-: _. i.. -.. •... .. ...5 •_2 _.j..r S .: . .. r .i.. . r t .L * :..�-.t..f _�'j•-i-_ •r `} �• .. �. 4._• .1 .TM1.:._+ ... .t. :• :_j...: :. . .. . i..i_3 , .�••.;.mss. _L_ t_i L ..• »..:._t~ _ ,• ;.,_. : �._iw � ._ �.I .t+.e•i_i..�/.-i.,_..-i �-�•-•.,-�_T-:._ .`.,- i i�.. • !'oqf ' r t• s �f.__l•.T...�•i__�'_7....�...i..y.-=..-i-•_...i-_�i� _ t , _ •. _ _' '_._ - • _ _ �+V� t..�.,(.•.r+s{{...F.. fi.••i.ji_�_.,�,r_ 44.20 FLORIDA BUILDING CODE—(RESIDENTIAL 0000 •0000• .• •• •..•.• • / 0/ 00:00' � � / ..'. ' i�,�'� 0000..�} 0000 . � • . . . . 0000 0000.. . 0000 .. . . . . 0000.. I r .. ... 0000 f 1 4- c VII .Q HIGH-VELOCITY HURRICANE ZONES egos • • • • •••• 000.0 Florida Building Code Edition 2004 •• •' High Velocity Hurricane Zone Uniform Permit Application Form. Osseo* •• •• e•••• •00.00 • • SeCtion C (Low Slope Application) ••••• Fill in Specific Roof Assembly Components Fastener Spacing for AnchAst8ase Shaet'..' and Identify Manufacturer Attachment 00.890 •o• •else (if a component is not used,identify as"NA") .. . .. ..... Field:A&oc @ Lap,#Rows • 'or- System c • '• • •••• ••••• System Manuta1durer. perimeter 'oc @ Lap,#Row%pk (� "Cr • 000 Corner. 'oc @Lap,#Rous_0@�'oar • Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmax1:_Y� max2: Pmax3:" '�A, B oa rrd// Max.Design Pressure,From the Specific NOA Field IW`- Perimeter r"J ILner V1� System_ U(�s Deck: Illustrate Components Noted and Type: oca Details as Applicable: �. Woodblocking, Gutter, Edge Termination, GaugeMickness: Stripping, Flashing, Continuous Cleat, Cant l o Strip, Base Flashing, Counter- Flashing, Slope: - Uk Coping, Etc. $ Indicate: Mean Roof Height, Parapet Height, Anchor/Base Sheet$�No.of Ply(s): 1 Height of Base Flashing, Component Material, Ancho Bas Sheet Fastener/tionding Material: Material Thickness, Fastener Type, Fastener - + .n CX 2 T Spacing or Submit Manufacturers Details that IL t Comply with RAS 711 and Chapter 16. Insulation Base Layer Uk 'i , Base Insulation Size and Thickness: P Base Insulation Fastener/Bonding Material: Top Insulation Layer. IV Ill!T 11�Qi Top Insulation Size and Thickness: '" 1 Parapet Top Insulati n Fastener/Bonding Material: Fieiaht fis y Base Sheet(s)&No.of Pty(s): N L� Base Sheet Fasten&tBonding Material Mean Wv v Roof Ply Sheet(s)&No.of Ply(-S)- Ply Sheet Faste r onding Material-- Top aterial;Top Ply._ + l;C � S�2Q� 7� )y.-3 ICAkV' T Ply Fastener/Bonding Material: vA�2 Surfacing: FLORIDA BUILDING CODE—RESIDENTIAL 44.21 t HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2404 '• •' High Vel Hurricane Zone Uniform Permit A kagon Form. •••:•0 •• •• •••..• agaves • • Section Q (Steep Sloped Roof System) •" 0 . 0000 . 00 .000. 000000 .•. . 00600 .. .." •. 000000 Roof System Manufacturer: +` .�1� 0••• • .00. .000.. • - - oG ® US . . 0 Product Approval Dumber: � � •• .. . . • 000. Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): P1: P2• T' . GP P3: '"//Co. a Maximum Design Pressure Product.Approval Specific System: Method of file attachment: gex.(,an e0kA+\�/ - PeIV Pfb Steep Sloped Roof System Description 1 DI k T : ent: Roof Slope: :12NA Barri+e_r: Ridge Ventilation? Fastener Type &Spacing: Adhesive Type: yFe Cap Sheet. j— L .0 Roof Covering: C ►� Mean Roof Height: � I- � Type&Size Drip cfge: C Vc l/, 44.22 FLORIDA BUILDING CODE—RESIDENTIAL HIGH-VELOCITY HURRICANE ZONES • • •••• ••••• Florida Building Code Edition 2004 •• •� High Velocity Hurricane Zone Uniform Permit Application Form. •••••• •• • •.••• Section E (Tile Calculations) . . • ..... ...... .•• • •...• For N•Ioment based tile systems,choose either Nlethod I or 2. Compared the v 1ue%0 ••; •*00 0 for'VIrWith the values from Mr If the INIf values are greater than or equal to the•AIr..• • .' values,for each area of the roof,then the the attachment method is acceptable. : ' : *so* ..•.; i Iethod I "Moment Based Tile C2Icnlations Per. RAS 127" .. r,,�y�,(� ' • (Pt x x =_i�, - lYlt 3f =�ir3 �D_� Product Approval K •••• (P_:�x x��( = )- Mi S, -3S7 =Mrl� Product Approval M,X,: - (Pi: x k =:31,a _ Mt S.•3S=tNlj Product Approval vl7 Method 2"Simplified Tile Calculation Per Table Delo'" Required Moment of Resistance(Nl,)From Table Below Product Approval Mr M,Required Moment Resistance' Mean Roof Height -)r Roof Slope 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.T 42.2 3:12 32.2 34.4 36.0 37.4 38.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 3116 328 34.9 6:12 26.4 28.0 29.4 30.5 32.4 712 24.4 25.9 2T.1 28.2 30.0 *Must be used in conjunction with a list or moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems nse Method 3. Compared the values for F vdth the values for Fr.If the F values are greater than or equal to the F, values; for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" _=_x w:_ _}-W:_x cos 6. = F,, Product Approval F' (P!:_x t:_=_x vr:= -W:_x cos 0.- = Fr2Product Approval F• (Pa:_x l:_=_x w:= -}fir:_x cos 8: = F,3: Product Approval F• Where to Obtain Information Description symbol Where to find Dcsiar Pressrun PI or P2 or P3 RAS l2r Tabic 1 or by an cnginecring=Ia sis prepared by PE based ort ASCE 7 Bean RootHeight 11 Job site Root 5£apc g Job Site Acrodynamicllvfaltiplicr X Product Approval Rcstoring Momem due to Gravity h1 Product Approval Attachment Rcsiscurcc h£r Product Approval Required Moment Rc3inw= hf< Calcolared Minimum Aaadtmcm Rcsimmc F Product Approval Required Ci lilt Resistance P. Calculacd Averaggc Tile Wtielrt W ProductApproval Tile Dimensions 1=length Product Approval u-width All calculatiros must be submined w the Building Official a the lavage of it applicaelm �I FLORIDA BUILDING CODE-RESIDENTIAL 44.23 10050 NE 2nd AveMiami Shores, FI 33138 •• • Phone 305-795-2204; Fax 305-756-8972 • . . .... ...... re i.too y�Rko 0000•• 0000•• 0000•• OWNERS'S AFFIDAVIT OF EXEMPTION—... • .... . .. ..... ...... 000 0 00000• ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT F©Ft•E3(ISTINGB►ITE-•••••- ...... . • BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES •... ....:. PERSUANT TO SECTION 553.844 F.S. •••••• To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: � � Property Address: Roofing Permit Number: Dear Building Official: I Ao b es+ 6L, 0z,,' certify that I am not required to retrofit the roof to wall connections of my building because: 1 1The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. *The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of a�9 GEORGE MARQUES Notary Public, Sate of Florida at Larg ' •• MY COMMISSION#DD616172 EXPIRES November 19,2010 *When the just valuation of the structure for purpose of axatiorFi&eq 4 m a ae,than$ 00,000.00,and the building was not constructed vAth FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. - Owner's Notification Form 07 MIAMI-0 � ••• •..• ••••:• •• • • • • "Delivering Excellence Every nay" SECTION 1524 •.•••• 00000 . •• .•...• HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOVING CWSIPERAIMNS; 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the a klmer with the required roofing permit, and to explain to the owner the content of this section');ie provisions of"' y• Chapter 15 of the Florida Building Code,Building govern the minimum requirement&& d standards of the industry for roofing system installations. Additionally, the following items should b; adAssed trp4rt of the-:• agreement between the owner and the contractor. The owner's initial in the designat;ops igce in�icaties that-tha• . . item has been explained. .... 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. . ............_ 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o erloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and 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 shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be equired. Owner's/Agent's Signa e• Date: Contractor's Signature: - Permit Number: Q�j 3 (907 Property Address: ' z e • • •••• •••••• MIAMI-MADE MIAMY-DARE CO",FLORIDA ' MErAl-WE FLAGURIMJIL IAV••• BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST ••• LER STREET,S�UTPE 160o••• PRODUCT CONTROL DIVISION FLORIDA 39130-1563 (305):151§01 FA t:0)375-2901: • NOTICE OF ACCEPTANCE(NOA) •• • •• •Y •••••• Clay Forever,LLC .•••.• •• 6801 NW 77*Avenue : •... ....:. Miami,FL 33166 •••. . . •••••• .. • • •• COPE: .••. 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 Product Control Division (In Miami Dade County) and/or the AM (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 AHD may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Alhisa"S"Clay Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#06-0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:07-0919.05 " Expiration Date:12/16/12 Approval Date:12/20/07 Page 1 of 7 . . .... ...... ROOFING ASSEMBLY APPROVAL ' ' ...... .. .. ...... 096:06 0 Category: Roofing 000600 •. 0 :•'0 0 Sub-Category: Roofing Tiles •••• •• ••••• Material: Clay 0.00•• ••• 6 0.00• .. .. .. ...... I. SCOPE •••"' ' 6 0 0066 6600:0 This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufackwed'by ••• Alfareria Del Turbio, S.A. (ALTUSA)in Venezuela and described in Section 2 of this:Ngdeq,of • Acceptance. For locations where the pressure requirements,as determined by applicable BU$ding 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 Product Applicant Dimensions Specifications Description Altusa One Piece `S' L= 181/4" TAS 112 High profile clay roof tile. For direct deck or Tile W= 10.5" batten nail-on,mortar set or adhesive set 1/i"thick nominal applications with minimal headlap of 2-%z„ 3.25"high Trim Pieces Length: varies TAS 112 Accessory trim,clay roof pieces for use at Width:varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. clip L=6" TAS 114 Tile clip D=0.125" Clip L&h=2" TAS 114 L Shaped tile clip W=1/2" 0.05"thick 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date IBA Consultants,Inc. 2397-116 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (Quick-Drive Screws, Battens) The Center for Applied Project No.307025 Wind Driven Rain' Oct 1994 Engineering,Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 NOA No.:07-0919.05 Expiration Date:12/16/12 Approval Date:12/20/07 Page 2 of 7 . . ease 0.0000 Test Agency Test Identifier Test Name/Report• Date -P....a —.7--00 000000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 a s"" October L001 :a e•• Redland Technologies 7161-03;Appendix III TAS 102 609600 Dec. 1991 ••••• Redland Technologies 7161-03 Wind Tunnel Testing ••� Dec. 1491 •••••• Appendix 11 TAS 108(Nail-OV 0 •, e 0 0000 ...... Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Augp j994 • 1994 TAS 108(Nail-On)'•e ••e 0 e Redland Technologies P0631-01 Wind Tunnel TestingJuly 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Evaluation Calculations 25-7183 -March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 3. LEY9TATIONS 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations NOA No.:07-0919.05 ffa�© w Expiration Date:12/16/12 Approval Date:12/20/07 Page 3 of 7 0000 . . 0000 0000.. Table 1: Average Weight(W)and Dimensions(I x mr)•:00 .. .. •..•'• 000009 . 00. . 00.. Tile Profile Weight-W'(Ibf) Length4(ft) :::Vidth-F Eft]. :••••• . Altusa'S'Tile 6.9 1.52 0.8 • 0000.. Table 2: Aero auric Multipliers- ft •• 0000.. Tile �,(ft . 2.(ft ) 0000.' Profile Batten Application Direct 044 ApplicaNgn •••• Altusa='S'-Tile 0.253 0.274 9406 Table 3: Restoring Moments due to Gravity-M ft-lbf Tile 3": 12" 4": 12" 5": 12" 6": 12" 7".- 12" or Profile or less rester Altusa'S'Tile Battens Direct Battens Direct BattenT5.16 Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 4.47 5.35 4.40 5.27 4.31 420 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Aftusa'S'Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 48 Screw 28.7 28.7 N/A 2 A8 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-14d Smooth or Screw 29:3 29.3 24.0 Shank Nall Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 1 Screw with Altusa Clip See c 1p details Altusa"S" 1 Screw with clip(at the 187.1 187.1 N/A Tile' head of the Altusa"S" 1 Screw with clip(at the 35.2 35.2 N/A Tile' water course of the 1.Screw must be installed in the inside nail hole located nearest to the hump of the Aile. NOA No.:07-0919.05 " Y Expiration Date:12/16/12 Approval!Date:12/20/07 Page 4 of 7 sees . . sees sees.. e• e Table 6: Attachment Resistance Expressed as a Moment Mr M 1150 00 e• so**:* for Two Patty Adhesive Set Systems """ :sees: Tile Tile Application Mirfig3upf AttaChfuefit Profile ••Resistansee a 00:0 Aitusa'S'Tile Adhesive e. e 49.34 -0; ..s e e s 2 See manufactures com onent approval for installation requirements. •••••• 0 ' 3 ReAble Products Company TileBond Average weight per patty 10.7 grams. • Goes Poi oam Product,Inc.Avera a weight pera 8 grams. '0080 • ee eeeee• .. a Table 7: Attachment Resistance Expressed as a Moment-M,(ft-lbf) •••• for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Aitusa'S'Tile P01 oam PolyproTM 66. Polyfoam PolyProTm 38 4 Large paddy place!nent of 63 grams of PolyProTm. 5 Medium paddy placement of 24 grams of Poi ProTm. Table 8: Attachment Resistance Expressed as a Moment-M,(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa'S'Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA'S'CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PEPMT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:07-0919.05 O { Expiration Date:12/16/12 Approval Date:12/20/07 Page 5 of 7 0000 . . 0000 0000.. PROFILE DRAWINGS •••••• •• •• •••••• 0000.. ALTUSA`S'CLAY ROOF TmE 00 0000 . .9 .0.0. 00.09. ... . 00000 Q .. .. .0 .00... 0000.. . . . . 000000000 . 0000 . . .9.... .000 0000 CLIP DETAELS "SPANISH S° TILE BY ALTUS (TyP') 2-1/2'OVERLAP (COVERS PIN HOLE) O SCREW IN THE INSIDE HOLE 'o NEAREST TO THE HUMP OF THE TILE i i DECK' CLIP WITH ONE(1)SCREW ATTACHED TO DECK CLIP PLACEMENT DETAIL 0 O CUP O NOA No.:07-0919.05 Expiration Date:12/16/12 Approval Date:MUM Page 6 of 7 0000 . . 0000 0000.. SCREW(HOL) • •• • •• CLIP DETAILS (CON T) • > 0000.. 0000 .. . • .SPANISH S• 0000 • •• 0000• TILE BY ALTUSA • • 21/1"OVERLAP 0 0.0 0. *000 • 0000• (TYP) (COVERS PIN .••.. 0 i •.•••• HOLE) • SCREW(HOLD$ • • X••.• 0000•• CLIP ONTO DECK) •.• 00.00 i••••i SCREW IN THE INSIDE 941.HALE • •• . • NEAREST TO THE HUMP OF THE TILE •.000 .• i t 1 DECK CUP PLACEMENT DETAIL 1 1/4' 13/4' 3/4° 5/ 8. X GALVANIZED 3.d0' METAL CLIP DECK 2 1/2'SCREW END OF THIS ACCEPTANCE Aft NOA No.:07-0919.05 Y Expiration Date:12/16/12 Approval Date:12/20/07 Page 7 of 7 M�I®DADS. MIAMI-DADE COUNTY„V=DA METRO-DAtiE F.I•AGLER IMAIING ••••:• BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLFi 6*9W* ET,$iJp%1603 .••.;. PRODUCT CONTROL DIVISION MIAK4 JLWiDA 33130-1563 . . (305)375-2904.•FAX(305 375-2908 :••'•: NOTICE OF ACCEPTANCE (NOA) •••• •• ••••• •T.-,----.�• .- ..... GAF Material Corporation . . 1361 Alps Road ..••.• .• Wayne,NJ 07470 .... ...,;. SCOPE: •• • •• • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed 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 Miami-Dade County Product Control Division (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdribed herein,and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. 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 Bled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.03-0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 07-1219.09 MAMMaaEcou Expiration Date: 11/04/13 • •• Approval Date: 03/20/08 Page 1 of 19 ROOFIlYG SYSTEM APPROVAL ...... Category: Roofing •••••• •• •• •••••• Sub-Category: BUR •••••• • .... • Deck Type: Wood :0 •009 a . 0 so Maximum Desian Pressure -75 psf 000000 006 • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BYMCANT: ' - '• ...... TA .LE 1 ••••• •• • • •• • • Test Product •.:0 0• Product Dimensions Specification Description Leak BusterTM MatrixTm 3, 5,55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing. . Primer GAF Mineral ShieldTM 60& 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1,5 gallons ASTM D-4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof . ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROID®Modified 5 gallons ASTM D 4586 Fiber reinforced,polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS®#75 39.37"(1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07-1219.09 MIAWDADECOtJPiTY Expiration Date: 11/04/13 �Imaaowl . Approval Date: 03/20/08 Page 2 of 19 Test Product •••• Product Dimensions Specification DeAt 0000 •'•';' 0000.. 09 99 00.090 GAFGLAS®#80 39.37"(1 meter) ASTM D4601 Asphalt impregnated gp*itpated,fibeYglass . ULTIMATM Base Sheet wide base sheet 0000 .. 0000 9 09 90909 GAFGLAS 39.37"(1 meter) ASTM D 2178 Type VI asphalt imprvggaW glas;felt With Flex P1yTM 6 wide asphalt coating. see so 0 •.: 1800000 GAFGLAS®Ply 4 39.37"(1 meter) ASTM D 2178 Type IV asphalt impgndtj0 glass4it with 000,;0 ® wide asphalt coating. 0 000000 • GAFGLAS Mineral 39.37 (1 meter) ASTM D 3909 Asphalt coated,glass fiber mat cap 4IMS • Surfaced Cap Sheet wide surfaced with mineral granules. 9.90 GAFGLAS® 39:37"(1 meter) ASTM D 3909 Asphalt coated,glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT*EnergyCoteTM. GAFGLAS® 39.37"(1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT® wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 39.37"(1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENTt' wide D 3672 coated on both sides with asphalt. Surfaced Eliminatofm Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBEROID®SBS 1 meter(39.37' ASTM D-6164 Non-Woven Polyester mat coated with Heat-WeldTM Smooth wide polymer-modified asphalt and smooth surfaced. RUBEROID"SBS 1 meter(39.37") ASTM D-6164 Non-Woven Polyester mat coated with Heat-WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID®SBS i meter(39.37") ASTM D-6164 Non-Woven Polyester mat coated with fire Heat-WeldTM 170 FR wide retardant polymer-modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter(39.37") ASTM D-6164 Non-Woven Polyester mat coated with Heat WeldTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROe SBS 1 meter(39.37") ASTM 13-6164 Non-Woven Polyester mat coated with fire Heat-WeldTm PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROII)P SBS 1 meter(39.37") ASTM D-6164 Non-Woven Polyester mat coated with Heat-WeldTM 25 wide polymer-modified asphalt and smooth surfaced. RUBEROID'p Modified 39.37"(1 meter) ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type II,UL modified base sheet Type G2 BUR NOA No.: 07-1219.09 MIAMhDADE COUNTY Expiration Date: 11/04/13 ••* Approval Date: 03/20/08 Page 3 of 19 Test Product Product Dimensions Specification Description 0000 0 . . . . .... 0.0000 RUBEROID®20 39.37"(1 meter) ASTM D 6163 SBS modified asphalt 131se Let acrd,. ; •, wide ASTM D 5147 interply sheet reinforce 404 a glass£fiber • 0000.. mat. so 0 .0000. RUBEROID®Mop 39.37"(1 meter) ASTM D 6222 Non-woven polyester raat abated$vilh.0 ..••• Granule wide ASTM D 5147 polymer modified aspi?%4 d sur€amd.with mineral granules. •• •• •• ••••. RUBER61DO Mop Plus 39.37"(1 meter) ASTM D 6222 Non-woven polyestera811Uated with •. (Granule) wide ASTM D 5147 polymer modified asp�alt gnd surf]j*gwith :0 0 0. mineral granules. 0..* ; 0 00 :0006: RUBEROID®MOP 39.37"(1 meter) ASTM D 6164 Non-woven polyester mat coated 0Wth.' Smooth wide ASTM D 5147 polymer-modified asphalt and smooth surfaced. RUBEROID®MOP 39.37"(1 meter) ASTM D 6164 Non-Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID"MOP FR 39.37"(1 meter) ASTM D 6164 Non-Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granule's. RUBEROID"TORCH 39.37"(1 meter) ASTM D 5147 Heavy duty,polyester reinforced,asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROID"TORCH 39.37"(1 meter) ASTM D 5147 Asphalt impregnated,coated felt, surfaced Granule wide with mineral granule. RUBEROID®TORCH 39.3T'(1 meter) .ASTM D 6222 Heavy duty,polyester reinforced,asphalt PLUS(Granule) wide ASTM D 5147 modified bitumen membrane,granule surface. RUBEROID®TORCH 39.37"(1 meter) ASTM D 6222 Heavy duty,polyester reinforced,coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane,granule surface. RUBEROID® 170FR 39.37"(1 meter) ASTM D 6222 Heavy duty,polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane,granule surface. RUBEROID� 34 39.37"(1 meter) ASTM'D 6163 Non-woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID®30 FR 39.37"(1 meter) ASTM D 6163 Non-woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 39.37"(1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD® wide ASTM D 5147 modified asphalt and surfaced with aluminum,copper or stainless steel foil. RUBEROID'Dual FR 39.37"(1 meter) ASTM D 6164 Non-woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant,polymer modified asphalt and surfaced with mineral granules. Vent Stacks(metal and TAS 100(A) One way valve vent used to relieve built-up plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07-1219.09 Expiration Date: 11/04/13 swiArn•+�necouNr�r Approval Date: 03/20/08 Page 4 of 19 Test Product Product Dimensions Specification Description •••• 0000.. Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non-fibered aluminum` i mented0 asphalt •0000.. . 6.6pg. i6 N. 302 Non Fibered Type I roof coating. • 0000.. Aluminum Roof Coating •• :0 0 4 6 0 GAF Built-Up Roofing 100 ib. cartons, ASTM'D312, Inte rPY PP g 1 mo in and•••6 6• ••l� :••• .sw'facing�pj�ta0000. Asphalt bulk Types I,II,III 000000 0690:6 0000.. and IV RUBEROID®MOD 60 lb.kegs SEBS modified asphalt.• • . •••• 00000• Asphalt,Asphalt L& •••• 4 000. . 0 . Asphalt P 00 0 •• 0- 0000 Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBusterTM MatrixTM 2 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. SeamCoteTM 2, 5 gallons proprietary Elastomeric roofing membrane. . FireOutTM 5, 55 gallons Low VOC,fire barrier coating. VersaShield 350 sq ft.roll Non-Asphaltic Fiberglass-Based Underlayment. VersaShield®FB-1S 350 sq ft.roll Non-Asphaltic Fiberglass-Based Underlayment. VersaShield FB-2S 350 sq ft.roll Non-Asphaltic Fiberglass-Based Underlayment. TOPCOAT FireShield 5, 55 gallons ASTM D412 Elastomeric roofing membrane MB ASTM D-21-96 ASTM D1475 ASTM E-1644 Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive—Flashing Grade, Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied.Modified SEBS Asphalt . 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SB$Flashing Adhesive—Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 47-I2I9.09 MiAMt•DADECOUNTY Expiration Date: 11104/13 •. Approval Date: 03/20/08 Page tof 19 Test Product Product Dimensions Specification Description .... • . sees ***see Leak BusterTM Matriem 5 gallons ASTM D 2824 Fibered aluminum coas;g: • e 6' 303 Fibered Aluminum 000 6 6 6 .. .. 9609:9 Roof Coating • 0000 ... . e Leak BusterTM MatrixTM S gallons ASTM D2824, Non-fibered aluminurhopigmentell,asphalt --:so,, 304 Non Fibered Type I roofcoating. *0000 Aluminum Roof Coating ee es e6 960600 .66.66 0 00 6 . 0009 ..00.9 • • 0606 0 .0 . 6 sees.. APPROVED INSULATIONS: •'0 Table 2 Product Name Product Description: Manufacturer (With Current.NOA) EnergyGuardTM RA,RN Polyisocyanurate foam insulation BMCA Composite A&N Polyisocyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite perlite insulation. EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board. GAF Materials Corp. EnergyGuardTM GAFCANTTM Cut perlite board GAF Materials Corp. EnergyGuardTM Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Composite Polyisocyanurate/wood fiberboard BMCA composite EnergyGuardTM Composite RA Polyisooyanurate/wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck,Dens Deck®Prime, Water resistant gypsum board G-P Gypsum Corp Dens Deck®Dura GuardTM Structodek Wood fiber insulation board Knight Celotex SecurockTM Fiber reinforced roof board USO Corporation NOA No.: 07-1219.09 CMIAM- Expiration Date: 11/04/13 � i Courrrr A Approval Date: 03/20/08 Page 6 of 19 .APPROVED FASTENERS: ••••• TABLE 3 . . .... ...... Fastener Product Product •''Manufact'ure'r Number Name Description Dimensions urrgQt�� ;C %OA) •••••• . . . . . 1. Drill-Tec?M #12 Standard, Insulation fastener and Various GAMMateroals 1rorgsee . . #14 and#15 extra Heavy Base Play fastener for . .. .. ... ...... Duty Fastener,Heavy steel,wood&concrete ... •• • . • Duty Roofing Fastener decks. .... ...... 2. Drill-TecTM ASAP Pre-assembled Drill- Various 'CALF Materials Corp. ;•••• TecTM Fasteners and metal and plastic plates. 3. Drill-TecTM #12 or#14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill-TecTM Galvalume Round Galvalume stress 3" and 3 %s" GAF Materials Corp. Plates plates. 5. Drill-TecTM Round polypropylene 3"and 3 %" GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill-TecTM AccuTrac Square Galvalume 3" Square GAF Materials Corp. Plate coated steel plate. EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.I.3B9Ql.AM 4470 01.08.98 J.I. ODOA8.AM 4470 07.09.99 1.1. OD i A&AM 4470-TAS 114 07.2994 J.I. OY9Q5.AM 4470-TAS 114 04.01.98 3029832 4470-TAS'114 05.11.07 PRI Asphalt Technologies,Inc. GAF-012-02-02 Physical Properties 11.06.01 GAF-020-02-01 ASTM D 4977 02.01.02 TRT of S.Fl. 02-005 TAS 114 01.18.02 02-014 TAS 114 03.22.02 NOA No.: 07-1219.09 Expiration Date: 11/04/13 MtAnita�ia!couxrr Approval Date: 03/20/08 Page 7 of 19 Deck Type 1: Wood,Non-insulated 0000 0000.. Deck Description: fee • P 9/�2"or greater plywood or wood plank decks • . . 000000 •. .. 0000.. System Type E: Base sheet mechanically fastened. .0000 Goes .. 0 0 9 0 0 9 9 All General and System Limitations shall apply.. � 0000 9 0 9..999 999 . 99999 00 9• 90 0000.. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShieldeNon-Aspha#t vfiberglass-Based .• (optional) Underlayment or SecurockTM. • 0000 0000.. Base sheet: GAFGLAS®#80 ULTIMATM Base Sheet,STRATAVENTO iI minatQrTN•0 • Nailable,RUBEROID®Modified Base Sheet,RUBEROID®20,RUBEROl1P Heat-WeldTM Smooth or RUBEROID®Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: . GAFGLAS®Ply 4,GAFGLAS®Flex PIyTM 6, QAFGLAS®#75 Base Sit or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAe Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure--45 psf,See General Limitation#7) GAFGLAS®Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure 52.S psf,See General Limitation#7) GAFGLAS'#80ULTIMATM,RUBEROID020,RUBEROID®Map Smooth, base sheet attached to deck with approved 1%a"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 91'ox.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c. in the center of the membrane. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and:3"inverted Drill-TecTM insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) NOA No.: 07-1219.09 MtAMI•aao COUNTY Expiration Date: 11/04/13 •• Approval Date: 03120/08 Page 17 of 19 GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel ply or Drill-TecTM AccuTrac Plates, 8"o.c.in 4 rows. One row b in U 2"side tap. •••••• The other rows are equally spaced approximately 9"o.c..inVie field of fhc.sleet. ..... ...... (Maximum Design Pressure—7S psf,See General.Limitr{IjiY?) .. .. Ply Sheet: One or more plies of GAMAS®PLY 4, #80 ULTIMA,R*MROIIj*MQP ' .. . . . ..... Smoo or BEROID 20 adhered in a full mopping of�.pp�g. yed asglj:ilt. �•�••. applied within the EVT range and at a rate of 20-40 lbs./sq.'..• ••; ••••• Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap,sheet qr ;• •••; • GAFGLAS®EnergyCapTM Mineral Surfaced Cap Shoeet adhered ixa 6011 mopping of approved asphalt applied within the EVT ftrige and 9t grate •••• of 20-40 lbsJsq. ••'• Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 4001bs./sq.and 300 IbsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak BusterTM MatrixTM.103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gaUsq. 4. Leak BusterTM MatrhJm 715 ,Leak BusterTM MatrixTM 322, TOPCOAT®MB+,TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gaUsq. 5. Leak BusterTM Matrixm 602 MB Xtra Elastomeric Roofing Membrane,EnergyCoteO roof c6ating applied at 1 to 1.5 gal./sq. 6. TOPCOAT®Surface Seal,TOPCOAT®Fireshield®SB Solvent based Elastomeric Roofing Membrane applied at Ito-1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07-1219.09 MIAMI•DAD 'COUNTY Expiration Date: 11/04/13 •• , Approval Date: 03/20/.08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 0 fee* 00000 I A slip sheet is required with PIy 4 and Flex PlyTM 6 when used as a mechanically fastelied base or anchor• sheet. • ...... .. :. ...... 2. Minimum '/a" Dens DeckTM or %Z" Type X gypsum board is acceptable to be iilMtlbti directlyover thl wood deck. sees** . •• 0 Of 0 .... . .. ..... GENERAL LIMITATIONS: .00 • 1. Fire classification is not part of this acceptance,refer to a current Approved RoWi I�Iateria�s�1?}irectory...�• for fire ratings of this product. 0 0 000000 2. Insulation may be installed in multiple layers. The first layer shall be attached iri*Apliancowith ''': Product Control Approval guidelines. All other layers shall be adhered in a full mopping of epprvv+ed asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. .An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center-of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spat attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 ib£,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or-membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official, a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of-perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-1219.09 Expiration Date: 11/04/13 MWMI DAbE COU�FT1l Approval Date: 03/20/08 Page 19 of 19 1 i MM1�DADE MIAiD,V.Vl *ECOUjT'Y* ):LORIDA .• METRD•D"E FLAGW9V1LD0JQ..:. BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FL#ko;&A STREET,SUITE 1603 • PRODUCT CONTROL DIVISION WAMI,FLORWA 33130-15$3"" (305)3ZS Z$(fi FA:C(3Q.4p375-29Q$... NOTICE OF ACCEPTANCE(NOA) 0 0.0 0. . ..:.. Polyfoam.Products,Inc. •• •• .. 11715 Boudreaux Road •••••• .' Tomball,TX 77375 •••• •••••• 0000 SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the u0000 se 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 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 J rge L.Acebo. Ci NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 1 of 7 w i 0000 9 • • 0 0000 0000•• •9 . • • ROOFING ASSEMBLY APPROVAL: ..... .. .. •• . ...... Category: Roofing 000000 .0609• Sub Category: Roof tile adhesive 00* •• • . .. Materials: Polyurethane ..•..•6•• 99..• • ... . 00000 SCOPE: .0 •• 00 •009.6 This approves Polypro®AH160 as manufactured by Polyfoam de Products,Inc.as scn'bad in Section 2 696900 0 of this Notice of Acceptance.For the locations where the design pressure requirements,was detern6ed�'y :0000: applicable building code,does not exceed the design pressure values obtained by caletttations in ; .••. . compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and higil••• 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 Product Description Specifications Polypro®AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro®RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment 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 AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0,07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100% Humidity,2 weeks Closed Cell Content ASTM D 2856 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 . 0000 . . 0000 .000.0 EVIDENCE SUBMITTED: " . . • 0000.. 00 Test Agency Test Identifier Test Name/Report * Dgte ••.. Center for Applied Engineering #94-060 TAS 101 •....• 04/0$/914..o 257818-1PA TAS 101 000000 12/1646 . 25-7438-3 SSTD 11-93 go 0•6' 10/25/95'.: 0 0 0 0.. 25-7438-4 • 25-7438-7 SSTD 11-93 0 . 11/0 •. ••••.• 25-7492 SSTD 11-93 .'. 12/12715' :0600: Miles Laboratories NB-589-631 ASTM D 1623 00 ' 02/0Z/AT'. ' Polymers Division 0000 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. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IFt W F'= MS a NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 3 of 7 6666 . . 6666 6666.. INSTALLATION: • . 1. Polypro®AH160 may be used with any roof tile assemblyhaving a current N"4*0 ••0 0• •' g fiat lists uplift resistance values with the use of Polypro®A11160. 0 00 0 2. Polypro®AH 160 shall be applied in compliance with the Component Applicat6666 .. 0. iovr9ection ana tv 60090 corresponding Placement Details noted herein. The roof tile assembly's adhesivj att;chmeat s with 0e:00 the use of PolyproO AH160 shall provide sufficient attachment resistance,exftftfed as an uplift• 6009:6 based system,to meet or exceed the uplift resistance determined in compliancl V19 Miami-Da&e • County Roofing Application Standards RAS 127. The adhesive attachment data isnoted in►fhe roof """ tile assembly NOA . .00:: • 6666.. 3. Polypro®AH160 roof tile adhesive and its components shall be installed in accordance wilt:.. 0 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. Polypro®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. ispensed9. 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. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low,High Profiles #1 35 N/A High Profile(2 Piece #1 17/side on cap and N/A Barrel) 34/pan Flat, Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 g LABELING: All Polypro®AH160 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. o- NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 4 of 7 6600 • 'rOr6' r•66r• ADHESIVE PLACEMENT DETAIL 1 ••r .' 0 • SINGLE PATTY �'""' " 6• •••••• 6666.. 6666 .. �....� Nal through plastic cement 6 Paddy(Beneath Toe) Nal through plastic cement •• dy(Berrath T�e) '• ••••• naeri0yin@IIt ��s•y�� r: •: ..• r 6 r r 0 1 � 6__666 6666 6666.. 6666. . • • 0 r 000• 060000 • • 0000 • • • r 60060E 10 hr. • • 06 • 6 10 hn Eave nurse In Fascia EaveCarrse Fascia Weeplala Eavacwmeonh: Eavecourseony: Eavedosure 6veClosue KeeP adhesive dbasive frorrivreephola Keep Pa* Nal through phstic cement Paddy(Beneath THO 1)Place enough adhesive to achieve ty to 23 Optionai hes for Undedayment square inches In contact With the pan tle steep pftb appl Bum Nal thrash plastic cement 2)Turn Coves uP316 dowry.Pke adhestm 112In. To 1 in.From outside edge of covertihe. Then instal the tk o to in. gndBrwfined 2 in. I o ..�%%, o viZr1 EaveCounuf � o Emus chsum Eave course onty: Remov * holes p:a a apprwr d 6r aP Fascia o pp PPortloa Sheathing wurseAbutto course of eavertile pan ilea.Errswe ave end of Optional Pan and .tab.are Pow-up mortar lush at one In.' on langludimal Eave closureedges of tih (moftshown) Yleaphole Fascia U NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 5 of 7 ADHESNE PLACEMENT DETAIL 2 •. • SINGLE PATTY """ •• •• •••••• .... .. . :..... .... . .. ..... ...,.as 00. ... . . • Veto** et••• ' s • Nail through plastic cement Paddy(Beneath Tiley Nan through plastic cement . . Padd*e�ea•Qi•W • ••:• Undarlayment ° Undedayment • ; • •••• T in. 2h ° 7 in. / 2 In. Eave Coale Fascia Fasc(a Weephole Eave Cause Eave closure Fane Closure Drip edge Nall through plastic cement Paddy(eteath.I) Undedayment ° Tin. / Eave Closure Em Course Fascia _ o NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 6 of 7 � � 1 J 1 0000 • . 0000 0000.. ADHESIVE PLACEMENT DETAIL 3 ••. 0 0• . DOUBLE PATTY "•••• •• ••. •••••• 0000 .. . :0.00: 0000 . 00 60.00 ...... ... . 00000' Nail through plastic cement paddy Nail through plastic cement •Mn^ddy under file •• ••0000 (between file) 00:.. . • ° Undedayment • •Single pad"l��veen fife • Paddy . •• ••• ° (under tile) • �Nte lin.medium. • ... .. • •s(ze paddy save .• • Single paddy �a. L✓ � 31nunder tile } 3 in.x 3 in. i x 3 n. / Single paddy on 2 In. 4 in. Single 4 In f 2 in. under. paddy on layment ° under layment Fane course Single paWdy Fascia on top of the weephole Single paddy 2 in.X 7 in.medium Eave Save closure on top of fife size paddy&we Course Fascia course only Drip edge Nail through plastic cement Single paddy under file Single paddy between tie ° /Q-R'3-in.x 3 In. 4 In. ° Single paddy S. on underlayment 2 n. ° Single paddy Eave Closure on top of the 2 in.x 7 in.medium Eave no Fasdsb paddy save course only END OF THIS ACCEPTANCE NOA No.:06-0201.02 Expiration Date:05/10/11 Approval Date:04/13/06 Page 7 of 7