Loading...
RF-09-919 - - �....:. K n M Shores Village 9 iow 10050 N.E. 2nd . ! Avenue n t• m Miami S 1 ' hore - s FL 331 38 -0000 t # �� t hone. (305)795 -2204 ss � 32 r Expiration: . 1 2J1 2J2Q0 .. .. ...................:::::::::::. .:: > ::............... .... ....:::........::::::::::::::.; Proje.ct ..Address Parcel Number Applicant .... _ ...... ......... _ ............ ........ ............ ..................... 583 106 Street 1122310140160 MIAMI SHORES, FL 33138 -2045 Block: Lot: ALAN HURRAY Owner Information Address Phone Cell ....... ............................... ........................... ALAN MURRAY 585 106 Street (786)306 -7654 MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone :^Valuation: $ 12,000.00 MILLENNIUM MAKEOVER INC (954)784 -1372 ................................. ..... ....... - ...... . ............................... :. ............................... ............................... Total Sq Feet: 2600 Type of Work: Re Roof For Inspections please call: Additional Info: TILE AND FLAT (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $7.20 RF - 34967 $50.00 $50.00 $ 0.00 Education Surcharge $2.40 Permit Fee - New Roof $300 Check #: 3742 Scanning Fee $9•00 RF - 35093 $ 276.10 $ 276.10 $ 0.00 Submittal Fee $50,00 Submittal Reversal Fee ($W Check #: 3780 Technology Fee $7.50 Total: $326.10 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. June 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 15, 2009 1 �d� Miami Shores Village g Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R EC WED Permit No. o l 17 PERMIT APPLICATION ster Permit No. FBC 2004 JUN 0 3 1009 Permit Type (circle): Building R a g Owner's Name (Fee Simple Titleholder) Phone # Owner's Address ) City oar►, '<k State L. Zip Tenant/Lessee Nam Phone # Job Address (where the work is being done) ��j & C c lr/6 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # f c°3! C - ®/ Is Building Historically Designated YES NO Contractor's Company Name ! eefl - &&I A keet el . , �IC Phone # /.-q- !!�FS 7707 Contractor's Address - 3 .'7 9/ it C ;w-2 City oth ®re Zip 33®6ti Qualifier Name Phone # State Certificate or Registration No. �'�C l 3� �� Certificate of Competency No. Architect/Engineer's Name (if applicable) / Phone # L Value of Work For this Permit $ 0600 /� ��Pe Square /Linear Footage Of Work: Type of Work: ❑Addition ❑Alte T on []New Repair/Replace El Demolition Describe Work: e ` 9sa- _ A Sub $ Permit Fee $ �— CCF $ CA1CC Notary $ - ' Training/Education Fee $ o(• Technology Fee $ 14 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 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 a roved and reinspection fee will be charged. Signature Signature Owner or Ag nt Contractor /gel The fore oing instrument was acknowledged be f a me this ©� The forgoing instrument was acknowledged befoppr'e me this day of ` 0, by �2 day of � �� 20 by of ern �ar who is rsonally known a or who has pro used who is �rsonally know me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI ARY PUBLIC -STATE r- `* ^, t:;A r,,,,,, NOTARY PUBLIC: NOTARY LIC -STATE OF FLORIDA George orge Devine =, Commission 189 :Commission #DD718189 ' • S 2011 a "' Expires: SEP.23 Sign: AnA Sign: , � C BONDING CO., INC. ��.� � ®�y Print (*mom �z vr� Print My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: ' Plans Examiner Engineer Zoning (Revised 07/10/07) 10050 E 2 Ave * Miami Shores, F133138 t Phone 05-795 -2204; Fax 305 - 756 -8972 0 1 � OWNEI S'S AFFIDAVIT OF EXEMPTION JUN 0 4 2009 BY: --- - ....... ROOF TO WALL CONNECTION RRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PER WANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: 5-� rr . 1O 6 Roofing Permit Number: R t- O 9- I/9 Dear Building Official I 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 purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in comr liance with the provisions of the Florida Building Code (FBC) or with the pr visions of 1994 edition of th South Florida Building Code (1994 SFBC) Hvf� Signature Print Name I i State of Florida County of Dade The undersigned, being the first duly s rn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me thi ` �}- day of Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad 0lorem taxation is equal to or more than $300,000. t o ing was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wad "` , ection Hurricane Mitigation. 6 Property Information Map Page 1 of 1 RECE'q T i o q 10 �w + 'I JU 1009 My Home Miami -Dade County, Florida '. s ss •r ._ iUliAMI•DADE Property Information Map REC Summary Details: Folio No.: rHORES Pro ff Ma d AMI L : 138 -2045 m y a Props In formation: t+ iti 1000 SINGLE FAMILY u Primary Zone: ESIDENCE 0001 RESIDENTIAL - ."- . LUC: INGLE FAMILY Beds/Baths: 2 � •� � �,� � Livin Units: 1 M~ l?M �, d S Foota e: 348 - Lot Size: 417 SQ FT F ear Built: 1950 PL MIAMI SHORES EC 5 PB 1047 LOT 24 dal E1/2 LOT 23 BLK 109 �- LOT SIZE 77.190 X 122 i — 4 Description: R 17364 -4864 0996 1 - OC 21456 -1740 06 0031 - a Sale Information: le 1456-1740 12 le Date: /2003 Amount: 1$289.000 Digital Orthophotography - 2007 0 113 ft Assessment Information: ear: 2008 2007 This map was created on 6/1/2009 11:58:06 AM for reference purposes only. Land Value: $221,608 $286,87 Web Site m 2002 Miami -Dade County. All rights reserved. Buildin Value: $218,975 189 Market Value: $440,583 505 851 Value: $349196 90 Exemption Information: W ear 1 2008 2007 H MRS 1 $25,000 $25,000 YES NO Taxable Value Information: Y ear: 2008 2007 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $25,000/ $299.196 $314,026 Co unty: $50,000/ $25,000/ $299196 $314,026 City: $50,0001 $25,000/ $299196 $314,026 ISc hool Board: $25,0001 $25,000/ $324,196 $314,026 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 6/1/2009 A RECORDED COPY UST POSTED O VMMENG M MEN ST INSPECTION 1111111101111111111 111111 1 s� �31 -cry �� CFH 2a�gi0?R � 0 1177 PERMIT NO. TAX FOLIO NO. 1 /. d OR Bk 26888 Ps 2453; tips) RECORDED 06/03/200? 13 e 11 a 39 STATE OF FLORIDA: HARVEY RUVIN P CLERK OF COURT MIAMI -DADE COUHTfp FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real R� E C E 1 V7: 1 V7: property, and in accordance with Chapter 713, Florida Statutes, the following information JUN ® 3 10 is provided in this Notice of Commencement. t� � -A-a - 1. Legal description of property and street/address: ..7 �� /UF & 54r5e� /4_ ,,*' 3'A -9' 33Z 2. Description of improvement: geC 4 0 c G 3. Owner(s) name and address: .� �,/ <� 47 - A."k , /3 Interest in property: Gl.✓M,.1 Name and address of fee simple titleholder: 4. Contractor's name and address: - 7 1 7 , I- - � 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Al A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Al A 9. Expiratio date of this Notlae of Commencement: (the expiration date is 1 year from the date of recording unless a different dat is sp cifi ) Po v Signature of 0 ner 4 " Print Owner's Name AA / Prepared by Sworn to and subscribed before me this day ` "� , 20 !�j w N Y PUBLIC -STATE OF FLORIDA Address: ii- %l,& ,,,,. George Devine Notary Public c f. Print Notary's Name s 23,2011 e& toN� T utu axurrtc sex�s�e se., ING My commission expires: -3 Af(L� 123.01 -52 PAGE 5/08 e ;�_I 'N 1 " F� ; t9 N• r }`1.6 � y � r s� UN ''^e''�' t 4 / ..8 _. a a alt �d ;.4 i r, f "'"•— � � y, � u} rs�y jra d �d'�? y,"4� $✓'!��'gY;t t m9E'�' i r� .�. • • • . • • Flol" ida I&Wl4flig Code Edition 2002 • • HVg Huniea Uniform Permit Appll Form. INSTRUCTION PAGE JUN d 3 2009 Piff LErt0 hik- NECESSARY SECTIONS OF _ _ _ -:'HE UNIFORM ROOFING PERMIT PPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal 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 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: ct ry s ng Page t M oti of Acceptance: F nt ag S eci c System Description ' c. System Limitations G nerd Limitations A pll4ble Detail Drawings ,. ;)e slgq Calculations per Chapter 16, or If Applicable, RAS 127 or S118 Owe Component Notice of Acceptances uinici` al Permit Application S . miners Notification for Roofing Considerations (Re-Roofing On x. Re wired Roof Testing/Calculation Documentation ,. 12301-48 5/03 PAGE 1 Flori \ . C ode E mar • •e •• . 7 I . • r r r 1 - . . 111111101111011 WIN"- an �R ■ ■ ■ �R ■ ■R ■�R■ R ■ R �RRR ■�� ■�■ ■rra■�!■M�E rn�r_■�!{Ci■�� ■rl J'. ■ ! !rN I t R ■� ■R R■ C::w�.� %R ■ r ■ i�r� ■■ iR ■ ■■ ri ■ M ■ ■■' / / ■ 1 I R. lR i �I �R � ■ �� / G r �r ■ ■�Gr w�rsR■ G�i�i rte■ ■ �r i�l r i �'.�i i �e� r ■ i I � 1� ir ��� � RM /��IIL �R R ■ ■�I [' -'AIM � / �.`\ i� "/t t �li no ■ ■ ■ ►! 1 f /N ■t!Ia �i I/ R ■rf)r i R r ■ ■ ■ ■ ,� ��r ■'ir�r �cr w IN '■■ ' r �� ii ■� r ■■ ■ \1 ►�1i,y! 1 �■ 1■ ,� i t ii "sit ii ( 1 ■■■ �� ■■ � r� ■ ■ ■ � ■�� ■ F: ■ I tii�- % ■ R■ ■ ■ ,� •�iwiR rf / try'' i i ■ if �ilv / � / R R ■R r / I r��i i „lr r rijj VY I all R ■/ ■ ?tr. >, �: r� fir ': r r �r ■ �;��i ■ -- -------- -r�i�' r . Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform F Section D (Steep Sloped ftoo Svstemi • • fa • d ' •- :' ... Roof System Manucturer: n L" = , • �T • ... .. Notice of Acceptance Number: G - 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P7 • - y P2• C IS" P3• Maximum Design Pressure �l From the NOA Specific System) : l ' Method of tile attachment: ���M ►L�Stot G 06 CPU/ .tea Steep Sloped Roof System Description Deck T1 ent: e: Roof Slope: A �� � i 3o :12 q Bar er: Ridge Ventilation? astener Type $ Spacing: y �, - -e � ev - 1 5 - la""o'e 4c(o� /"Cw� Q C 1 41A ahesive Type s � f tV � ype Cap Sheet: Y / oaf Covering: Mean Roof Height: l k,- Type & Size Drip d e: F�5� 50 b "'a'a' 123 01 -48 5/03 PAGE 4 Flort4a Building Code Edition 2002 • • . W 49 Zone uniform Permit Application Form. •' S@C;Io E (Tile Calculations) For Moment-b file 1 ys&As, c%oose either Method 1 or 2. Compared the values for M theyaluds from ethe M, values are greater than or equal to the Mr values, ibr *acyl:a"of the roei; then the file attachment method is acceptable. Method 1 "Moment Ba e Calculations Per RAS 127" v (PI: x I —5 f 1 - Mg: '� =11111 is NOA r%,* / (P2 s x a, _ - Mg: / _ � NOA r4 (P3: x X — _ ) - Mg: = 0 NOA M -$�— Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr M Required Moment Resistance* Wean Rool Tlglhdl Roof Slope 15' 20' 25' 30' 40' 21 36.5 42.2 3 .12 32.2 .0 37 30A 28 31A 324 34.9 26A 26.0 29 30. :12 24 .9 27.1 28.2 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each are&of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : x 1: = x w: = __) - W: x cos o. = F NOA F' (PZ ; a 1: x w: _ _) - W: x cos O: = F NOA F' (P3 : x 1: _ x w: = __) - W: x cos O: = F NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on A3CE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multip X NOA Restoring Moment due to Gravity NOA Attachment Resistance K NOA Required Moment Resistance K Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I-- kngth NOA w= Width All calculations must be submitted to the Building Offic'-I-** - I' eofpermitapplication. 123 01 -48 5/03 PAGE 5 Florida Btdjding Code Edition 2002 . h (re Hv"nq Zone Uniform Permit Application Form. ' • ' ' • Sec;tion'C ('Low Sloped Roof System) Fill in SpecIfI4>gqpf Lemponents Fastener Spacing for Anchor/Base Sheet and Ideii* MaPttr�p tprOr: : • • Attach ent (If a componen;ipot u$ed, id if;as'+Kj n of System Manufacturer U f Field: 7: oc @ Lap, # Rows � ° oc Perimeter " oc @ Lap, #Rows @ - oc NOA No.: � � ;, gS lir Comer. " or @Lap, # Rows° oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fa Hers Per Insulation Pmax1: Pmax2: Pmax3: Board Max. Design Pressure, From the Specific NOA /V� System: Field Perimeter Comer Deck: Kl� Illustrate Components Noted and Type ! — Details as Applicable: Gauge/Thidmess: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet & No. of PI A Indicate Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener /Bonding M enal: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer._ A Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: /V Base Insulation Fastener /Bonding Material: Top Insulation Layer. — FT. Top Insulation Size and Thickness: Parapet Top insulation Fastener/Bonding Material: Height Base Sheet(s) & No. of Ply(s):�5 S hu V ✓�Y / is T I FT. B rt Fas rBondi gm rial: ? t w Mean _ tt Pty Sheet(s).& No. of Ply(s): t Ins / r Roof Height IrT Ply Sheet FasterrBonding teri c l & Top Ply: Top Ply Fastener/ � Bonding M teriaG Surfacing: C� n- T j w 1 � 12301-48 5/03 PAGE 3 r,•'� .. . ....,. 5 .' Sys eo . . u .. �- ..• 0 . AMW z z MW ..1 w r,•'� .. . ....,. 5 .' Sys MM I DARE : : ; . • s 4ktA1+bADY%OVfgY, FLORIDA • • • : • : *ET'RP- I ?ADSF�A6JSR BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WES FLAULER WRIEt, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • : f (3(?5) X75 -2901 FFAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) '• :': ; ; : •. • Manson R oof Tile • • • • • . : ego f • • 1340 SW 3e Ave 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 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 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: Hanson Hacienda Double Roll 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Ac -bo. NOA No.: 07- 0914.06 d { Expiration Date: 12116/12 Approval Date: 12/06/07 Page 1 of 7 • • ••f • ;•••• • • f •• •• •.• • ••• • •• 0 00 • • • • • • ROOFING ASSEMBLY APPROVAL •• • •• • ; ; •; Category: Roofing • • • Sub Category: Roofing Tile • • ••• •• • • ; •; ; • • • Material: Concrete • •' ; ; '.' ; •: : 00 Go * 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed 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 Length: 1'7 /a" Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof tile equipped with two nail hole and thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Manufacturer Vertical Wood Battens Min. 1 "x 4" Wood Preservers Salt pressure treated Generic Horizontal Institute LP — 2 or decay resistant (With current NOA) Min. 1 "x 4" for use lumber battens with vertical battens or Min. 1 "x 2" for use alone TAS 114 Corrosion resistant Tile Nails Min. 10dx 3" Appendix E screw or smooth Generic shank nails (With current NOA) NOA No.: 07- 0914.06 o Expiradon Date: 12/16J12 Approval Date: 12/06W Page 2 of 7 Test ::'. Prgd ; •� Product Dimensions bee ffcations •' '. bes&i;tieu :: Mslufacturer • .• #8x 2 V2" long Qnotonresistant, Tile Screws 0.335" head dia. TAS 114 ' coal splorq & iNv, , • • Generic 0.131" shank dia. Appendix E �,014adiz9d;conve: (With current NOA) 0.175" screw thread thread wood Settvor • • •' dia. Clips Corrosion resistant Hurricane Clip & Min. Y/2 ", width TAS 114 clips with corrosion Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. 8d x 1 1 /4" 2.2 EVIDENCE SUBMITTED Test Aaency I Test Identifier Test Name/Report Date Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -03 PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 224 -47099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94 -060B PA 101 March, 1994 Engineering, Inc. 94 -084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 TAS 112 09/20/07 NOA No.: 07- 0914.06 nr Expiration Date: 12/16/12 MEN Approval Date: 12 /06107 Page 3 of 7 . . . . . ... . . . . .. . . . . . . . . . . . 3. LIMITATIONS • ' ' ' ' ' ' ' ' .... .. . .. .. .... .... ... . 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a statio fiold•upkft test ip-acc attlance with RAS 106 may be required, refer to applicable building cpdp. ; ; ; •' ; • ' 3.3 Applicant shall retain the services of a Miami -Q4de 3C4utlt4P Cetfifkd U&Soratory to perform quarterly test in accordance with TAS 112, appendix W. 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 `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - I I ft Tile % ( ) (tt Profile Batten Application Direct Deck Application Hacienda Tile 0.267 0.289 Table 2: Restorina Moments due to Gravit - M ft -lbf Tile Sol: 12" 4 11• 12" Sol: 12" 6" • 12" 7" • 12" or Profile greater Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Hacienda Deck Deck Deck Deck Deck Tile 1 5.92 6.80 5.82 6.68 1 5.70 6.55 5.56 6.39 - 5.41 6.22 NOA No.: 07- 0914.06 Expiration Date: 12/16112 Y Approval Date: 12106/07 Page 4 of 7 V .. .. . . . .. .. . . . ... . . . . .. . .. ... • Table 3: Attachment Resistance Expressed:a3 4 Mofn6d - KAf (fit a • • For Nall-On S stemi •' • • • • • • • • • • • • • Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" •.(ilAin.19132'1 • • • • plywood) ••. �htwPRd�.' :' •'• . . . . . . .. .. Hanson 2 -10d Ring Shank 27.8 37.4 28.8 Hacienda Nails Tile 1 -10d Smooth or 8.8 11.8 4.1 Screw Shank Nail 2 - 10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Cli 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Ea ve Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Cli 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Cli 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4' file headiap and fasteners are located a min. of 21h" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft -lbf) For Two P2n Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures comp onent approval for installation requirements. 3 Flexible Products company TileBond Average weight per patty 11.4 grams. Polyfoarn Product Inc. Average weight per patty 8 grams. NOA No.: 07- 0914.06 o Expiration Date: 12/16/12 Approval Date: 12106/07 Page S of ? . .. .. . . . % .. . . . ... . . . . .. . .. • 000 0 • Table 4A: Attachment Resistance Expresseld 314 h AlfbUt - {N (� - • f • 0 For Single Pa Adhesive Sat S stems • • • • • • Tile Tile Application Minimum Attachment Profile 1 • • • eal ce Hansom Hacienda Tile P01 oam Pol PrOTM • • • ; •86.81 Pol oam Pol ProTM ; ; 30 45.6 4 Large addy placement of 54 rams of Polyftw. 5 Medium paddy Placement of 24 rams of Pol ProrM. Table 48: Attachment Resistance Expressed as a Moment - M (ft -lbf) For Mortar Set 8 ystems Tile Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 20.60 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 ". H nson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Officiall or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0914.06 ° . Expiration Date: 12/16112 Approval Date: 12/06/07 Page 6 of 7 .. .. . . . .. .. . PROFILE DRAWINGS.." go: • • • •' • . ..... . . . . . . .. 0 0 0 0 g 0 0 00 0 . .. . . . .. ... .. HANSON HACIENDA CONCRETE i • ........ FASTENER HOLES OVERLOCK UNDERLOCK 13`� END OF THIS ACCEPTANCE NOA No.: m- o914A6 Expiration Date: 12 /16/12 Approval Date: 121/06/07 Page 7 of 7 .. .. . . . % .. . . . . . . . . . . . . . ... . . . . .. . M I A M I DADS .' . . &n AM L Dj1D0 JOUN�jV FLLORI DA �1'i"yTRb -I)ApE Fl A6LtR f)ING BUILDING CODE COMPLIANCE OFFICE (BCCO) 1404WEST FLA&IIeSfREET,.SUtW 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. NOTICE OF ACCEPTANCE (NOA) : • . • 000 .. ... • .. Polyfoam Products, Inc. 0 0 0 0. 06 • 11715 Boudreaux Road -. . 0 :0. 0 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 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. AD VERTISEMENT: 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 { Approval Date: 04 /13/06 Page 1 of 7 . .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . .. . •• . • 0: . . . . . . . . . . . . .. . . . . . . . . . . . . ROOFING ASSEMBLY APPROVAL: 0 0 . .... .. . Category: Roofing Sub Category: Roof tile adhesive .. . . . .. ... .. Materials: Polyurethane SCOPE: This approves Polypro® AH160 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 PolyproC 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® RTF1000 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: Prope Test Results Density ASTM D 1622 1.6 lbs. /ft.' 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./Ft 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 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • EVIDENCE SUBMITTED: • • • • • • • • • • • • • . . • . . .. Test Azency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 1010 0 0 257818 -IPA TAS 1101 ;•, ; * 42 ;1e/960' 25- 7438 -3 SSTD 11 -g3 ; ; ; ; :-10125/95 25- 74384 " ' ' ' ' ' "' 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[lj ASTM E 84 01116195 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® Ali 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 the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W F ._ 2 MS NOA No.: 06- 0201.02 r Expiration Date: 05110111 Approval Date: 04/13/06 Page 3 of 7 % .. % .. ... . . . ... . . . . .. . INSTALLATION: 0 4 . . .. . . ... .. .... .. . ..... 1. Pol ro® AH160 maybe used with an roof assembly having 9gdrAVfNOA fiat' 'sts u ft YP Y Y Y g � � 1�1 ..' resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly',s adep ;ive attaclxnarit witty the use of Polypro® AH160 shall provide sufficient attachment resistance, pxpr ssjdjs,ant based system, to meet or exceed the uplift resistance determined in coMplidh& w?th IdlidmI43ade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 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® AN 160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 41 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 8 LABELING: All Polyprog 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 ;4 Approval Date: 04/13/06 Page 4 of 7 .. .. . % .. . . . . .. . . . . . ....... .... ADHESIVE PLACEMENT DETAIL;f • • • • • • • *a: • • • 000 . •• . • . • • • ... . . .. . . SINGLE PATTY • • • • • • • • • • • •• . . Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement • • Paddy^neath�i�} • • • • • • • • • Underlayment Umbrlayment • • • • • • • • • • • • ► • •• 1 % 0 00 10 in 10 in. 2in Fare Course . Fascia Eave Course Fula wogftb Eave cause only: Eave course only: Eave closure Keep adhuive approx. Keep adhesive appro)L Drip edge Em Closure 41n. up fro m weepholas 4 in. up from weephoks Nail dwough plastic eeurrent Paddy (Beneath Tile) 1 Place enough adhesive to achieve 17 to 23 0�0� 21ws for Underlayment square inches in contact with the pan fib sleep pitch a ppli ca ti ons Nail lhmgh plastic cement 2) ium i ra�e� psi do�Plu of cow ti a t12 fn l TIM Wan the tile. ° Undorlayment to in. o �• Eave Course Eave Closure Rem Eave course on by portion Sheathing Keepadhesive approx 4 in. up Fascia of the cave from wee i course b o s�econd of Optional pan Wee. Ensure eave end of PoW-up Mortar pan and cover fi7wophole on lo inal flush at save lin edges o file Eave closure Fascia Bo r (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04 /13/06 Page 5 of 7 . ... . ...... . ADHESIVE PLACEMENT DETAIL; ; • • . • . . . • • SINGLE PATTY . . .. .. . . . •. ... .. . ... . . . . .. . 00 0 Nail through phastic cement Paddy (Beneath Tile) Nail through plastic cement Pl (Beneath T11e) Undedayment � Underlayment 1 . 1 7 is i 2 in. 7 in. iin. Save Course Fascia Fascia % Ea" Weepme Caase Eave closure Mp edge Eave Closure Nail through plastic cement Paddy (Beneath Tile) Underiayment In. Eave Closure Eave Course Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 . . . . . . . . . . • V: . . . ... . . . • ... ADHESIVE PLACEMENT DETA 0 DOUBLE PATTY • • • • .. . . . .. ... .. • • • SM l;pad under file Nail through plastic cement Paddy Nail through plastic cement .. . ., • • • (between tile) Underlayment Single paddy between tie Paddy 2 in. x 7 in. medium (under tile) size paddy save course only Single n9 paddy 1 le in.x 3 in �in. under file t x 3 in. ��? „i 4 in.,� Z in. - ^ y�4 in. Sin� Single paddy on 2 in. paddy on under- under• ° layment • Single paddy Fascia Eave course on top of file Woephole Eave Eave closure Single paddy 2 in. X 7 in. medium Course on top of tile size paddy save Drip edge Fascia course only Nail through plastic cement Single paddy Single under file 9 paddy between file } in. x 3 in. ' Single paddy on undedayment 2 m. ° Single paddy Eave Closure on top of the 2 in. z 7 in. medium Eave Course Fascia 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 MM IDADE MIAMI -DADE COUNTY, FLORIDA MEET RO►DADE BLAGLTiR BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEZT7IMLE41 REST X*E:1&3: PRODUCT CONTROL DIVISION '.' 141'AMI, F OROA 331 0 30 ' a15d: (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) •• , • -. M M ... 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 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. 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: GAF RUBEROID Modified Bitumen 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 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. 03- 0501.02 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1203.01 MIAMFD,4DECOUNTY Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 1 of 30 ROOFING SYSTEM APPROVAL .. ..+ , ... .. . .... Cateaorw Roofing • • • • • • • • • • • r • Sub- Cateeory: SBS /APP Modified Bitumen +++ 0 • Deck Type: Wood Maximum Desien Pressure -75 psf 00 0 Fire Classification: See General Limitation # 1 • . . ... . . . . .. . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak Bustefrm MatrixTM 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 Shield 60 lb. Bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules 100 lb. bags cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Leak BusterTM Matrix:rm 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 322 55 gallons Elastomeric roof coating. Elastomeric Roof Coating LeakBusterTM MatrixTm 306 55 gallons Asphalt emulsion fibered. LeakBusterTM MatrixTM 204 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Wet/Dry Roof Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to ASTM D -4586 wet and dry surfaces. ASTM D -3409 GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Type H Asphalt impregnated and coated Base Sheet Wide glass mat base sheet. GAFGLAS # ULTIMATm 39.37" (1 meter) ASTM D4601 Type I1 Asphalt impregnated and coated, Base Sheet Wide fiberglass base sheet GAFGLAS Flex PlyTM 6 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS ® Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 MWMFWIDE COUNTY Approval Date: 03/06/08 APPROVED Page 2 of 30 , .. .. . . . .. .. . Test Product Product Dimensions Specification •. Descriotinu GAFGLAS E enS gyCapTM 39.37" (1 meter) ASTM D 3909 Asphalt Lked, glals:iiber*fn#t Cad soeQt Mineral Surfaced Cap Sheet Wide surfaced%w;h6ine atgranules itith factory applied layer of T EnergyCoteTm. GAFGLAS 39.37" (1 meter) ASTM D3672 Fiberglass Male ?haetco'&ted 811bgRtides STRATAVENT Wide ASTM D 4897 with asphak. 9u;faiei ot.the.'bottomside Eliminatof"m Perforated with midMa ' * u1es embedded ik• 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 D3672 Fiberglass base sheet coated on both sides STRATAVENT Wide ASTM D 4897 with asphalt. Surfaced on the bottom side EliminatorTM Perforated with mineral granules embedded in Nailable 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 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeIdTM 170 FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID ' 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. RUBEROID' SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- Weld"m PLUS FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID' Modified 39.37' (1 meter) ASTM D4601, Premium glass fiber reinforced SBS - Base Sheet Wide Type 11, UL Type modified base sheet G2 BUR RU13EROO SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- We1dTM 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Mop Granule 39.37' (1 meter) ASTM D 6222 Non -woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID' MOP Smooth 1 sq. roll ASTM D 6298 Non -woven polyester mat coated with 87 lbs. ASTM D 5147 polymer- modified asphalt and smooth surfaced. RUBEROID MOP PLUS 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 !APPR ED u Approval Date: 03/06/08 Page 3 of 30 Test Product Product Dimensions Specification •' • . " cfti ion • • • .0. RUBEROID MOP 170FR 39.37" (1 meter) ASTM D 6164 Nqn ; .Wpvon poTAter mat caaixd'*jth fire Wide ASTM D 5147 retaldant polymer modified A%phaA And surfaced with mineral granules. RUBEROID MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven olyestc;m4F,pate,c with fire Wide ASTM D 5147 retardant gebynierimMfild asoba.lt and surfw,otl V itt r;ji;; Fmule e RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinMrcea, asphalt Smooth Wide ASTM D 5147 modified bitumen membrane, smooth surface. RUBEROID" TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Granule Wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS Wide ASTM D 5147 modified bitumen membrane, granule surface RUBEROID TORCH FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated 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 5 147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 139.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce Wide ASTM D 5147 with a glass fiber mat. RUBEROID 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 FR 39.37' (1 meter) ASTM D 6298 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 6163 Woven fiberglass mat coated with ULTRACLAD' SBS Wide ASTM D 5147 Polymer modified asphalt 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 TAS 100(A) One -way valve vent used to relieve built - (metal and plastic) ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. Leak BusterTM MatrixTM 302 5 gallons ASTM D2824, Non - fibered. Aluminum pigmented, Non Fibered Aluminum Type I asphalt roof coating Roof Coating GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt Asphalt bulk Types I, 11,111 and IV NOA No.: 07- 1203.01 -� Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 4 of 30 • ... • % •;• • .% Test Product Product Dimensions Specification escri �tidn . • • RUBEROE MOD Asphalt 60 lb. kegs SEB$ moaifled a�pljal� '• Asphalt L & Asphalt P • TOPCOAT Surface Seal 5 gallons Surface g9a4zig for smooth surfaced and SB (Matrix 602 SB Coating) mineral curtA' cod jo¢fs; 0 • 00 00 • • •• LEAK BUSTERTM MatrixTM 5 gallons Surface coating for srnodth f.-M; and 715 MB Coating Label mineral surfaced roofs. EnergyCoteTM Coating 2, 5 gallons ASTM D -2196 Highly reflective elastomeric coating ASTM D -1475 ASTM E -1644 ASTM C -1549 ASTM E-408 Leak BusterTM MatrixTM 715 5 gallons Surface coating for smooth surfaced and MB Coating Label mineral surfaced roofs. VersaShiele 350 sq. ft roll ASTM -D 226 Non - Asphaltic Fiberglass -Based 4869 Type I, R Underlayment VersaShiele FB -1S 350 sq. ft roll ASTM -D 226 Non - Asphaltic Fiberglass -Based 4869 Type I, II Underlayment VersaShield FB -2S 350 sq. ft roll ASTM -D 226 Non - Asphaltic Fiberglass Based 4869 Type I, II Underlayment TOPCOAT FireShiele 5, 55 gallons ASTM D412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D 1475 ASTM E -1644 Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 103 WeatherCoteTM mineral surfaced roofs. Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Premium SBS Flashing Adhesive — Flashing Grade. Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Label Adhesive. Leak BusterTM MatrixTM 202 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt SBS Flashing Cement Label Adhesive — Flashing Grade. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 303 5 gallons ASTM D 2824 Fibered aluminum coating. Premium Fibered Aluminum NOA No.: 07- 1203.01 hxi oiaoE Comer Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 5 of 30 • . ••• . . Test Product Product Dimensions Specification - •+ w e • BescA on �' • • LeakBusterTM MatrixTM 304 5 gallons ASTM D2824, No :- 4bgreo. AIrmnum.pigtneritell, Non- Fibered Aluminum Type I asphalt roof coating. .. Roof .... . .. ... • ......... . APPROVED INSULATIONS: ' ' ' • • • Table 2 • •' " Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Fiberboard Fiberboard insulation GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board GAF Materials Corp. EnergyGuardTM Strip Cut perlite board GAF Materials Corp. EnergyGuardTM Recover Board Perlite recover board GAF Materials Corp. EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Polylso Polyisocyanurate foam insulation GAF Materials Corp. EnergyGuardTM RA, RN Polyisocyanurate foam insulation GAF Materials Corp. EnergyGuardTM Composite, RA Polyisocyanurate /wood fiberboard or GAF Materials Corp. perlite composite EnergyGuardTM High Density High density wood fiberboard GAF Materials Corp. Fiberboard insulation. EPS Extruded polystyrene insulation Generic Wood Fiber Wood fiber insulation board Generic High Density Wood Fiberboard Wood fiber insulation board Generic Perlite/Urethane Composite Perlite / urethane composite board Generic insulation Perlite Insulation Perlite insulation board Generic DensDeck Water resistant gypsum board G -P Gypsum Corp. DensDeck Prime Water resistant gypsum board G -P Gypsum Corp. DensDeck DuraGuardTM Water resistant gypsum board G -P Gypsum Corp Structodek Wood fiber insulation board Knight Celotex SecurockTM Fiber reinforced roof board USG Corporation NOA No.: 07- 1203.01 MAMHADECOUNTY Expiration Date: 11/06/13 • Approval Date: 03/06/08 Page 6 of 30 . ....... .0. APPROVED FASTENERS: . • • . 0. • •; .0. • • • . . •• • • • . • • • . TA>t;.>t .. .. • . • . • . • . • 6 • Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -TecTM 412 Standard, Insulation fastener and: I/Jid6 - :GAF Materials Corp. #14 and 415 extra Heavy Base Play fastej4grfct • • • • • • . . 000 .. Duty Fastener, Heavy Duty steel, wood & concrete Roofing Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill - TecTM Various GAF Materials Corp. Fasteners and metal and plastic plates. 3. Drill -TecTM CR Base Base sheet fastening Various GAF Materials Corp. Sheet Fastener and Plate assembly. 4. Drill -TecTM Galvalume Round Galvalume stress 3" and 3 ''/2" GAF Materials Corp. Plates plates. 5. Drill -TecTM Polypropylene Round polypropylene 3" and 3 '/2" GAF Materials Corp. Plates stress plates. 6. Drill -TecTM AccuTrac Square Galvalume coated 3" Square OMG Plate steel plate. EVIDENCE SUBMITTED: Test Aeency Test Identifier Description Date Factory Mutual Research Corp. 3029832 4470 - TAS 114 05.11.07 3010215 4470 - TAS 114 03.01.01 3001276 4470 - TAS 114 01.28.99 1B9A8.AM 4470 - TAS 114 09.04.97 3D4Q2.AM 4470-TAS 114 04.30.97 ODIA8.AM 4470 - TAS 114 04.01.98 Underwriters Laboratories TGFU.R19254 UL 790 10.27.06 Trinity Engineering 4483.04 97 -1 TAS 114 06.06.97 PRI Asphalt Technologies, Inc. GAF - 020 -02 -01 ASTM D 249 02.01.02 ASTM D 4977 IRT -ARCON Inc. 02 -005 TAS 114 03.01.02 02 -014 TAS 114 04.08.02 01 -039 TAS 114 03.01.02 NOA No.: 07- 1203.01 Expiration Date: 11/06/13 MIAM4DADECOUIVTY Approval Date: 03/06/08 Page 7 of 30 . . . . . . . . . . . . ... . . . . .. . Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated . . • . . . . . . . . 19 • • : • . • • • .. Deck Description: / or greater plywood or VN()Od'prank decks'.' System Type E(1): Base sheet mechanically fastened to roof deck. .. • • . .. ... .. All General and System Limitations shall apply. 0 0 :0: • • • Fire Barrier: FireOutTM Fire Barrier Coating, VersaShleld A'spli%Lltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS 980 ULTIMA TM Base Sheet, STRATAVENT EliminatorTM Naiiable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROV SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS 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 —52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROV 20, RUBEROID Mop Smooth, base sheet 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 —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- 1203.01 Expiration Date: 11/06/13 COEe Approval Date: 03/06/08 Page 26 of 30 . . . . . . . . . ... . . . . ... . . . . .. . GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #1 or k 1 5 ScrgwsApt 3" Trill- TecTM steel plate or Drill -TecTM AccuTrac Platel, 3" Lc- in 44vs.. Once *toxf is' ir: the 2" side lap. The other rows are equally spaced approximalel� 9" ®.c. in tie fie;d of the sheet. (Maximum Design Pressure* 75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFQLAS .PLY.4, GMGLAS Flex P1yTM 6, GAFGLAS #80, RUBEROID' .M(;F:3rnoetl;onRWEk0ID' 20 sheet adhered in a full mopping of approved jjihjt jppl *vithi j tb eAYT range and at a rate of 20 -40 lbs. /sq. Membrane: One or more plies of RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, RUBEROID Mop Plus Granule, RUBEROID 20, RUBEROID or RUBEROID FR or RUBEROID Mop FR or RUBEROID ULTRACLAD SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID Mop Granule, RUBEROID Mop 170 FR, RUBEROID Mop Plus Granule, RUBEROID 20, RUBEROID 30, RUBEROID 30 FR or RUBEROID Mop FR or RUBEROID ULTRACLAD SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 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 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal-/sq. 6. TOPCOAT' Surface Seal, TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at lto 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- 1203.01 Expiration Date: 11/06/13 MIAMFDADE COUNTY APP ROVEDL Approval Date: 03/06108 Page 27 of 30 •• •• • • • •• • • • • • • • • • .f • • • • ... • f • • ••• WOOD DECK SYSTEM LIMITATIONS: • i•• . • ... . ... . .... 1 A slip sheet is required with Ply 4 and Flex Ply 2i lwn'used•••a : a mecia jcal4X fastened base or anchor sheet. • • 2. Minimum 1 /4" Dens Deck or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. .. .. ... .. . . . . • . . 0 000 GENERAL LIMITATIONS: . .: . ; •• • . . • • %. •• 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /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 side lap 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 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended 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- 1203.01 MIAM C GOtAVTY Expiration Date: 11/06/13 "' • ► Approval Date: 03106/08 Page 30 of 30 i .... .... . ...... . I Owner's Notification for Rooting Permits isLu &d'.urrdar gn;F • �' • • ' • • • • • • • IOi1da�BYl�ing (: ode k •• • • • •• ••• •• Section 1524 - High Velocity urricane Zones Rrtquir�d bwnits'N ' 1 WINI ronfor Roofing [ Considerati" ' • • • • ' • 1624.1 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 Cc de, Building govern the minimum requirements and standards of the industry for roofing system installatio s. Additionally, the following items should be addressed as part of the agreement between the owner and t g e contractor. The owner's initial in the adjacent box indicates that the item has been explained. I 1. Aesthetics - Workmanship: I he workmanship provisions of Chapter 15 (Hi Ve Zone) are for the purpose of providin that the roofing system meets the wind resistance and water intrusion performance standards. Ae hetics (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. L -t�_ 2. Renailing Wood Decks: V1 hen replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curre t provisions of Chapter 16 (High Velocity Hurricane Zones) of the F lorida Building Code. (The roof deckis usually concealed prior to removing the existing roof system). A . J �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. A 4 4. Exposed Ceilings: Expose, , open beam ceilings are where the underside of the roof deckin can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, g roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. A Lq - 5. Ponding Water. The currei it roof system and /or deck of the building may not drain well and may cause water to pond (accumulate i in low -lying areas of the roof. Ponding can be an indication of structural distress and may require th review of a professional structural engineer. Ponding may shorten the life expectancy and performance c f the new roofing system. Ponding conditions may not be evident un it the original roofing system is rem wed. Ponding conditions should be corrected. 6. Overflow scuppers (wall ets): It is required that rainwater flow. Qff so that the roof is not overloaded from a build up of water. dmeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall olets) are not provided. It may be necessary to install overflow s in accordance with the Flori a Building Code, Plumbing. c 7. Ventilation: Most roof stru ures should have some ability to vent natural airflow through the interior of th structural assembly (the uilding itself). The existing amount of attic ventilation shall not be reduced. It ay be beneficial to consider additional venting which can result in extending the service life of the roof. L T Owner's / ent's ignatu Date pE Contractor's Signature I C f y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 115726 Permit Number: RF -6 -09 -919 Scheduled Inspection Date: July 23, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MURRAY ALAN Work Classification: Tile/Flat Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Phone Number (786)306 -7654 Project: <NONE> Parcel Number 112231014016 Contractor: MILLENNIUM MAKEOVER INC Phone: (954)784 -1372 Building Department Comments RE ROOF TILE AND FLAT DECK Inspector Comments Passed Failed Correction Needed I� Re- Inspection E Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2009 For inspections please call: (305)762 -4949 Page 6 of 14 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nu I 115725 Permit Number: RF -6 -09 -919 Scheduled Inspection Date: July 23, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Up Lift Report Owner: MURRAY, ALAN Work Classification: Tile/Flat Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Phone Number (786)306 -7654 Project: <NONE> Parcel Number 112231014016 Contractor: MILLENNIUM MAKEOVER INC Phone: (954)784 -1372 Building Department Comments RE ROOF TILE AND FLAT DECK Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 22, 2009 For Inspections please call: (305)762 -4949 Page 5 of 14 iU ENGINEERING & TESTING INC Phone: (866) 781 -6889 • Fax: (866) 784 -8550 www. floridaengineeringandtesting.com r 250 S.W.13` Avenue Pompano Beach, FL 33069 July 22, 2009 Job Order No.: 09- 1724HJ Permit No.: Rf6 -09 -919 Millennium Makeover, Inc. 3791 N.E. 11 Avenue Pompano Beach, Florida 33064 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Murray Residence 585 N.E. 106 Street Miami Shores, Florida Dear Sir or Madam: In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on July 21, 2009, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Concrete Double Roll Tile Polyfoam Set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted fifty -six (56) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pu ll Test Test Result 1 - 6 Corner See Attached Diagram 35 ± 5 pounds Passed 7 - 33 Perimeter See Attached Diagram 35 ± 5 pounds Passed 34 - 47 Field See Attached Diagram 35 f 5 pounds Passed 48 - 56 Ridge & Hip See Attached Diagram 35 ± 5 pounds Passed or ~'�'`#1`►� �1 Qreality Q A �Cr./I ranee Pa 2 FLO A 7/22/09 Job Order No. 09- 1724H3 Millennium Makeover, Inc. Murray Residence ' 585 N.E. 106` Street Miami Shores, Florida: All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in anyway we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Rez vid , P_E. Florida Engineering" & Testing, Inc, Florida Reg. No. 60223 Certificate of Authorization No. 6923 P P F P 10' 16' P p 4'C P P C P 3 ' P F P P F F P P F F p 39' P F F 33' P F p F F F P P F F C P p P P P P P p C 45' E585N.IE. ketch -Not to Scale ximate Dimensions a= o.lw =o.1 x 39 = 3.9' 106 th Street a= 0.4H =0.4 x 15 = 6' Perimeter Dimensions = 4' Shores, Florida 10050 NE 2 nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # t (� a �/ DATE: / Y a INSPECTION AFFIDAVIT I �h o in LAO G.+S , licensed as a Contract r / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC l3d 6 3g ' On or about 6 1 l /- "J , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at �S /�,�� Sr�� /� /• �y~ ' S ' (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) nature 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 f day of ��'-� e C/o NOTARY PUBLIC -STATE OF FLORIDA George Devine Notary Public, Sate of Florida at Large �— • :Commission #DD718189 - 5res: SE 23, 2011 BONDED THRU ATLANTIC BONDING CO., INC. "General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MINNIMEM Scheduled Inspection Date: June 16 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Types# — Owner: MURRAY, ALAN �r Work Classification: Tile /Flat Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Phone Number (786)306 -7654 Parcel Number 112231014016 Project: <NONE> Contractor: MILLENNIUM MAKEOVER INC Phone: (954)784 -1372 Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 15, 2009 Page 18 of 31 1y on Inspection Worksheet - Miami Shores Village rm �oi� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 16 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: MURRAY, ALAN Work Classification: Tile /Flat Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Phone Number (786)306 -7654 Parcel Number 1122310140160 Project: <NONE> Contractor: MILLENNIUM MAKEOVER INC Phone: (954)784 -1372 Building Department Comments Inspector Comments Passed HOT MOP IN PROGRESS Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 15, 2009 Page 19 of 31 `5aas Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Renailing Affidavit Owner: MURRAY ALAN Work Classification: Tile /Flat Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Phone Number (786)306 -7654 Parcel Number 112231014016 Project: <NONE> Contractor: MILLENNIUM MAKEOVER INC Phone: (954)784 -1372 Building Department Comments Inspector Comments Passed E p 3 Act) A-/-)" top. Failed VT Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 15, 2009 Page 17 of 31