Loading...
RF-07-442Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/11/2007 Inspector: Grande, Claudio Owner: EPSTEIN, PETER Job Address: 1058 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: J QUINTERO ROOFING CORP Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050180330 Lot: Phone: (305)265 -9226 Building Department Comments RE -ROOF COLOR THRU TILES JUN 1 1 2 o7 Passed Inspector Comments (-9 3 // D GC- — Failed Z--- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 8, 2007 Page 2 of 2 oalo2ldl,; feFk rns� Miami Shores Village poklo-L,„ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 4 �y^ m g " "ermit No. ap I `"' U2 PERMIT APPLICATION FBC 2004 Permit Type (circle): AAR 0 7 DO7m er Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple _ : er) P@+en .E� -*e r h Owner's Address ) 0 S r /I% F 51- City .I :6( 6 5 G a d' es State F L— Zip 3.713 r Tenant/Lessee Name + Phone # Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES I 0 5 f iVa-cl s� . County Miami -Dade Zip 33/Jr NO Contractor's Company Name Cl ° 62k, ! h % i✓ g.6474-/ Coiw Phone # 305 602 ‘5 . d2o1 6 Contractor's Address 17 5 7 0 4/ w / q S7 City /A/l i °l rn State 51- Qualifier Name C t V' L oS 5- p c State Certificate or Registration No. G GG l 3 a 5 3 / zip 33/,)-6 Phone # 305j - a6S- gold (, Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 000'00 Type of Work: DAddition DAlteration Describe Work: to o ' 1-2 Square / Linear Footage Of Work: 0V 775 ['New Repair/Replace ❑ Demolition -4‘ IA,: 1 • o Ll 5 o 6 L` r/( /' C- l Gt k o a !Fi 0 KAY Submittal Fee $ Permit Fee $ 0 CCF $ 5.110 CO /CC Technology Fee $1. SO Notary $ `. Scanning $ 42. • 00 Radon $ DPBR $ Zoning $ Training/Education Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 10 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 approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: r, ** * * * * * * * * * * *, , , , * * * * * * * * * * * * * * *** * * * * * * * * * , . * * ** - °'*** * * * * ** * * * ** ** '*** ** * *** ** * ** * ** * * * *** ** * * * * * ** ** APPLICATION APPROVED BY )/ Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. er-0-7-4-1 PE IT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) r'e +e- k Epstein Phone # Owner's Address 1 Q sr A/5 q 5" 5t . City ,Miahgi Silohe5 State FL Zip 33133 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1051 NE q r;1 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip 33L Contractor's Company Name T Oa 7 pi °repo R oo -ri 1j Co/ Phone # 305 — a 6 S 9 2a6 Contractor's Address 7 55'7 /I/t►/ /4 s 1- • .mil s of t4f e.i F L City /vl l 0(.1.24; State FI- Zip 33/024' ` Qualifier COth(OS H. Dt.,e t'2 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit s 0®0, 00 Type of Work: ['Addition DAlteration Describe Work: e- y fr^o a ❑New Phone # Square Footage Of Work: t2 7 '75 Repair /Replace so oeke- 1, Rav T®ie ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning S Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Ri--40-?--ULA Ioaading 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,tPLUMBING, 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 COMM ENCEM ENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will he delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the .first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not . ' approv' ait. a r inspection fee will be charged Signatur .ice/ •:,-ier or Agent The foregoing instrument was acknowledged before me this L day of 114 v° (1/' ,20t°7,by :p.:407 �57•2t who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Sign: Print: Signature Contract The foregoing instrument was acknowledged before me this to day of P10-4°4 , 20 0 7 by C-ete 0 s &% who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis My Commission xpires °e.;t„ Lionel . Dedos ;L Commission D362473 • Expires October 13, 2008 iong$OVig$*40* 000078 : *** * * *** ** *, * * *** ***** * *** * * * * * * * * * **** * *,t, **** ter** *** * * * * * *,t *** *+ *** (Certificate of Competency Holder) State Certificate or Registration No. C.. C 13,R513/ Certificate of Competency No. ********************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning ** Miami Shores Village Building Department 10'N.F khd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /0121)(a 4 cc �re,Y ( i)?4. am t -P, ci Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 S UBJEC7 70 C 152 .1 As it pertains to this section onsit ` of the roofing contractor to provide the owner with the req igKgraig f iiiiiViiii&Ita3 *er s content of this section.. The provisions of Chapter 15 of • • the Florida Bu/ .. e, : ::..:..:.. m requiremdsts dad s1adddrd$ df.the• industry for roofing system installations. Additionally, the following items should be addre&sdd'as:pdrt'otthd agreement between the er and the contractor. The owner's initial in the adjacent box indicates that the ifeni has bee explained. if / • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1524 • ••• • ••• • ••• D OVI RS.NQTIE'IGAT1ON.FOR ROOFING TIONS• ••• • • • • • • • • owa 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity jiurricane Zone) arh`for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be�addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building C• e. (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 un s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner Id 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 vie ed 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 Florida Building Code provides the opt on 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 r.. ng 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 -rloaded 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 wit the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the kfructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to c sider additional venting which can result in extending the service life of the roof. 105FA/F `! sh, Property Address 3 , 6 107 Date Contractor's Signature 09 -14tA2 Permit Number Rev:1/202005.Computer Services, Building Department - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004. • ••• • ••• • High- Velocity Hurricane Zone Uniform Permit Appljcajion Fgrrfl. • • •• • • • • ; • • • • • • • • • • • • / ,• • • • • • Section A (General Information) .• • • • •• .••• •• • • • • • • • • • Master Permit No. Process. NO? • • • ° ° ° ° • • • ° . . • • Contract's Name t� . Q vt 1 h 1' e h o Roo c.` �)y C. (.77/3,7 • • ••• • • Job Address 10 5 F NE q Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE XI Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4, 85 15Q d-77.c Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 1AI° G,45 V en t5. it) FLORIDA BUILDING CODE— BUILDING y • • ••• • • • ••• 1021x M4111141%5 iln11100CTOP STRUCTURES • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Editidl? 20b4 •' • High - Velocity Hurficane one Uniform Permit apalicotign Fo m.: Section C (Low Slope Application) . Surfacing: ./V/14- Fill In specific roof assembly components and Identify manufacturer Of a component is not used, identify as "NA") System Manufacturer: G Product Approval No.: 0 3 — OSQ / . 0� Design Wiind Pressures, From RAS 128 or Calculations: Pmax1: 19 ' Pmax2: �v� . 6 Pmax3: l a' . 3 Max. Design Pressure from the specific Product Approval system: Sol-. 5 Deck: \A/00J Type: Gauge/Thickness: 5/ r Slope: 1/4 Anchor/Base Sheet & No. of PIy(s): Anchor/Base Sheet Fastener/Bonding Material: ^ 7/ Insulation Base Layer: N/A Base Insulation Size and Thickness: N[ .'+ Base Insulation Fastener/Bonding Material: Top Insulation Layer: / /A Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: /V/ A Base Sheet(s) & No. of Ply(s): t/l t xi116 t e__ .t STO Base Sheet Fastener/Bonding Material: 1 /i "RS A/ti1S Ply Sheet(s) & No. of PIy(s): /1/ / 4 Ply Sheet Fastener/Bonding Material: Ni Top Ply: f 1.7 0 F AI o : -F ; e r/t Top Ply Fastener/Bonding Material: Hoff 4s4/7/ (t- FLORIDA BUILDING CODE— BUILDING ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• Fastener SptringhpyAac6osg•She'et Attachment: • • • • • •• • •• Field: 9 " oc @1.4, #13046°./. " oc Perimeter: 6 _" ob a Lap, # Rows q ® "b "-oc Comer: (9 " oc © Lap, # Rows q © 6 " oc Number of Fasteners Per Insulatio /n Board: ` Field k. / Perimeter //A Corner /.4 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Wt C A FT. y FT. A Nth Parapet Height 1 0 Mean Roof Height 15.33 i .ROOF ASSEMBUES•AND ROOFTOP STRuo lREs • • ••• • • • ••• •• •J • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • Florida Building Qode. Edition 204 • ••• • • • • ••• High- VeIpclty Hur canOZotto 4nlform Permit Appfeatlo ::Dorm' • ••• ••• .•. • • • • • • • • • • • • ,• • • • : ••• section D (Steed Sped Roof S• • • .• • • • •• 4 Roof. Slope: • 12 Steep Sloped Roof System Description Deck Type: S /T" PIywoad Type Underlayment Ridge Ventilation? Insulation: Fire Barrier: f ./ V l 01 Fastener Type & Spacing: Adhesive Type: p� r o Mean Roof Height: g 1 %Rsivartsre„ZelepI re1d Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 'Coq ht a S f( ft cl NO its G F f T , .5 x3 "6,0v 1 15.14 FLORIDA BUILDING CODE -- BUlt.fliUQ , Roof System ° a rer• Nonce of Acoeptance Number .. .. • • • ... ,,.. Odtg --o l6,fo • `. ` Minimum Design. WILI,d Pressures, (f Applicable (From RAS•127 or • '!Calculations)): - o - P1: ,V'' �- P2: ��: P3:•'O • Maximum Design Pressure (Front Ike eroduct Approval Specific System): 3/ , 3 4 Roof. Slope: • 12 Steep Sloped Roof System Description Deck Type: S /T" PIywoad Type Underlayment Ridge Ventilation? Insulation: Fire Barrier: f ./ V l 01 Fastener Type & Spacing: Adhesive Type: p� r o Mean Roof Height: g 1 %Rsivartsre„ZelepI re1d Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 'Coq ht a S f( ft cl NO its G F f T , .5 x3 "6,0v 1 15.14 FLORIDA BUILDING CODE -- BUlt.fliUQ f' ObF ASSEMBLIES AND ROOFTOP STRUCTUf;i_g • •• • • • •• •• • • • • • • • • • • • • • ••• • , • • • • ••• • • • • ••• Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit enlictatipn Fob 04'; • '1.: Section E (Tile Calculatiois.) : ' ' ' ••. • • • • • • • • • For Moment based file systems, choose either Method I or 2. • • • • • • Compare the values forMr with the values from Mp If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Required Mo... -r Resistance (Mr) From Table Below Product Approval M f Mr required Moment Resistance* •• • • • • ••• •••• ••• ►{ /S •� y�7�MGeti `od(1 "Moment Based 11k Calculations Peer RAE 12T • (P1: 115, o`tca, o,2(j/�t t iAc , ) -Mr V/rI f7.mr, V •J -t�/ pro4ua kp1m,y • "3iti 7• • • • • Isr �i,x °V'V I 2 . t Mg• Fj.1 l.ma s 1 'ptodua_Y'PApptovaly Mt. 0,3:615,K x 1` t .2. "I t3 M4 b, D (_ 0, ( Product Approval Mr ✓ f e J Method 2 "Simplified Tile Calculations Per. Table Below" Mean Roof Height -' Roof Slope , 2:12 3:12 34.4 20' 36.5 32.2 4:12 •/ 30.4 32.2 25° 38.2 36.0 33.8 28.4 30.1 .6 26.4 2 7:12 29.4 30' 39.7 37.4 35.1 32.8 30.5 27.1 _ 28.2 ust be used in con( For Uplift based tile or each area of (Pi: (P2: (P3: x L 40' 42.2 39.8 37.3 34.9 32.4 30.0 tile systems endorsed by the Broward C. ....: Rules and Appeals. ared the values for F' with the values for Fr. If values are greater th .,. or equal to the Fr values, ent method is acceptable. Method 3 "Moment Based Tile Calculati • . Per RAS 127' x w: _ j - W: x cos 0 = Fri Product Approval x w: _ ) - W: x cos ' = F2 Product Approv = xw : =�-W. •cos = rill Product .... . val F • Wher = to Obtain Information Description Sy . of re to find Design Pressure PI or P2 . P3 RAS 127 Table 1 or by an en :,' 'ng analysis . -. by ' E based on ASCE 7 Mean Roof Height H ob Site Roof Slope 0 Job 'te Aerodynamic Multiplier f Product A. • . val Restoring Moment due to Gravity bfg Product Approval Attachment Resistance M f Product Approval Required Moment Resistance Mit Calculated Minimum Attachment Resistance Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width to the building official Product Approval All calculations must be submitted at the time of permit application. FLORIDA BUILDING CODE — BUILDING 15.35 MIAc4iiflaoE BE''Q,DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA), • • • • • • • • • . • • • ..MbbQADI M Y. FLORIDA VErt-gADEtLAPIER BUILDING vtiglr ?LAMER $T12Et r, strrE 1603 MIAMI, FLORIDA 33130.1563 • • • • (305) 37562901 *FAX 4305) 375-2908 • • • • • • • • • • • • ••• • • ••• • • • • • • • • •••• GAF;Material Corporation 1361 Alps ILoad Wayne,NI 0:1470 SCOPE: • • • • • •• • • • •• ••• - •• • • • • • • • • •.•••.•••• • • •• • • • • • ••• •• This NOA is•being issued under the applicable piles and regulations governing the use of construction materials. The documentatiori 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 (AHD. • This NOA shall not be valid after the expiration date stated below. The Mami Dade County Product Control Division (In Miiami Dade Comity) and/or the AHJ (m 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, oi•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 falls to net 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: 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 1Vliami -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 distribut rs and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 1/06/08 Approval Date:10/23/03 Page 1 of 32 Membrane Type: Deck Type 1: Deck Description: SBS /SBS Cold Applied W • • • ' on- insulate• • • ••• .• •• • • • • • • • • • • • • • ••• • 19/S2" or greater plywood or wood plank dicks ••• • • • .. •. • • • • • ••• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • •• • • • • • ••• • ••• • . • • • • • • •••,• • • • • • • • • • • • System Type E (1): Base sheet mechanically fastened to roof deck. • All General and System Limitations shall apply. ••• • • • • • ••• " • • Base sheet: Fastening Options: Ply Sheet: • • • GAFGLAS #80 UlttmaTU Base Sheet, STRVAYEPT9414.141C Peiorated Nailable, RUBERQlD Nfodifed Base Sheet, RUBEROID® 20, RUBEROID SBS > eatWeldtU Smooth or RUBEROID SBS Beat Weld 25 base sheet mechanically fastened to deck as ddscnibed below; GAFGLAS® Ply 40, GAFGLAS Hex PIyT*16, 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4S psf, See General Limitation t7) GAFGLAS® Ply 4®, GAFGLAS Flex PIyTx 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 vows. 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 PIyTK 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 st gered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 See Ge r'. n itation GAFGLAS ' : ase . eet or--any of above Base sheets attached to deck -with :_ _ _ —_ Drill-Tee (GAPTTTE) #12 or#14 Screws and 3" 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 Tec (GAFITTE) 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) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" 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 —7S psf, See General Limitation #7) (Optional) One or more plies GAFGLAS PLY 40, GAFGLAS Flex Ply 6, .; GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 Ibsfsq. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:t0123 103 Page 26 of 32 Membrane: SSufadng: • • ••• • • • ••• •• •• • • • •• •• • • One or more plies of RUBBROID MOP SmoeZth, Rgbe oid f p'I7!) FR, Z id® Mop Granule, Ruberoid® Mop Pitts , • • Rubemid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladuc SBS in adhered in a full mopp)g of appro .ed aspiIalt aeplied, within Ale BYT range and at a rate of ?.Q- 401bsJst ; ' . • :: • • • F. .' Or, • • :' • • One or more.plies of RUBPROID MOP Smooth. RUBBROID® Mop Granule, RUBBROID® Mop 170 FR, RUBBROID® Mop. 1u, .GtanuJ , Rptsrp1.0 20, RUBBROID® 30, RUBBROID® 30 FR or R'UBER1(3113C14oltI orltj7BEROID U1traClad' SBS in RUBEROID Modified Bite n;kdhosi1E at n apol'tL'ation tats of 12 gal./sq. (Optional, required if RUB ROID MOP Smooth or RUBBROID '20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lb /sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 lbIsq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb /sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1S galisq. 4. Top Coat® Surface Seal SB(Matrix 602. SB Coat ng), Applied at 1 to 1.5 galisq• Maximum Design Pressure: See Fastening above MM. No: 03- 0501.02 Expiration Date: 11/06108 Approval Date:1.0/23/03 Page 27 of 32 • • ••• • • • ••• •. •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • WOOD DECK SYSTEM LIMITATIONS; • • ••• • • • • ••• 1 A slip sheet is required with Ply 4 and Flex Ply ix 6 when used as a mechanically fastened base or anchor sheet. • ••• • ••• • ••• 2. Minimum W' Dens Deck or 1.4 Type X gypsum board is accepteblsfo beintallad dirttlii1:,Tiet d the wood deck • • GENERALLnvaxrioNs: • • • • • • • • • • • • • • • • • •• • • • •• ••• _•• 1. Fire classification. is not pant of this acceptance, refer to a to tjpgrond rte ofing.Materials Directory for fire ratings of this product. • • • • • • • • : • • • • . 2. Insulation-may be installed in multiple layers. The�rst layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping pi approved asphalt applied within the BV T range and at a. sate 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' maxima:. 4. An oveday 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 121 diameter circles, 241. o.c.; or strip mopped 8' n'bbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Michelin; 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: 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. Ifshe 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 valve listed within a specific system. Should the fastener resistance be less thanihat 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 fromTesting 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9� ._Thc_maximnm designed pressure limitation listed shall be applicable to all roof pressure zones (Le. e ld, perimeters, and cornea). Neither rational analysis, nor extraprafieai stialIibe permitted for7 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: 03- 0501.02 Expiration Date: 11/06108 Approval Date:10/23/03 Page 32 of 32 150 ROOF COVERING 69Ai TRIALS Roofing Systems ( —Co Bohai Surfadag: Gravel at 400 Its /a, loose laid a concrete blocks, at 10 Ibs /sq'and spaced act more thorn 1/8 fin. 3. Insulation (Optional): Pulite, glass fiber or wood fiber; 3/4 to 1.1/2 fn. Base Sheet (Opts Type 15 asphalt odic felt or Type 02 Membrane: 'Rv Torch Granule I" (Modified bitumen). • .Surfadnip Gravel. 4. Dedc Incline 1/4 Insulation (Optional): Partite, fiber or wood Ebert any thick - M2mbrane: "ISub&ctd Thum Granuler (mowed bitumen). Slip Sheet 0.004 in tlolyetitylete (rot UL Classified). .. Surfacing: 3/4 in. thU. concrete rete with one layer of No.10 Semenerville Quarry file (or equivalent) grouted in place. 5. Dedc NC Incline: 2 Insulation ( Pedite, glass fiber or wood aa.i thickness. Membrane: Torch Granule 1" (madiEed bitumen). Surfathtg: 3/4 to 1-14 In. diem rivet bottom stone anti- keg or concrete pavers weighing not less than Id Ib /s9, ft and ep ?dot mane than 1/8 in. b. Dedu NC Inns laikut a)Polysiyrent, 2 in. max, b)lsocyan rata, any'thic ,laid "EveCuard SR" or "BverGuard PB ",40 -100ra (TPA$laid to2. • Snrhangy River bottom stone (3/4.-;.-1/2 in. diem) at 1000 )b /sq or • ' caaiaete roof pavers. 'bair lm 1/2 • are(,32 One or more layers,i -lame "FR50 ",.ate111anM1y, v • ,. • Hembree "EverGusrd TF02 Pine, 45 n1d. ,r; Surma Riverbottom stone, (3/4 to 1.1/2 ip drum) at 10tf0)bglse' pr concrete roof pavets. • • •• • l t. ,:: 8. Deca C -15/32 Incline: 1/2 e. Base Sheet Two or more layers Type G2, "GAPGLAS Baselhee #75 ", mechanically fastened. ' Membrane. "EverGuerd TP02 Plue" "45 mil.:. `r ` • ' t:t $i faan River bottoba stone, (3/4 to 1- 1 /2iri.`diam) 41000 lbs /$got Concrete rbof pavers s ` Clare A - Fully AdlleresI tie*: NC =lnclinee bnsnlation,(Optiona) One or more.Iayers pedite, wood fibs • Hbe:r isoccamiaate, uretitaue, perlite /isocyauu to campvt2,' . • • ' uieetbane ate, wood fi der/ lsocyarreifate 'compositeipitenohc,'ray thickness : • •ra. 1.: • Base'Sheet (Optional): One or more layers l vpe G1, t br•G3' Membrane:, One or more layers "Rriberoid (S ►oath � �I��j, "Riibeeroid Torch Uremia Pius ", "Rubersid Mop (Sxlodr ' r• c, ,atu ke) Surfiiicbag: Gravel, 4001bs Ladd dr) applied in s f(oodcoat ofhot 2. Deck NCB Incline 1/2 ' • • Base Sheet (Optional): One or more layers a G1, G2 orGi, ," r Membrane: One or more layers "Ruberoid Torrch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or' Granule) or "adenoid Mop Plus Granule". • Co .. 'ifannak No. 97,1 -1/2 - 3 gal /sq. ... 3.. Deck NC " Indin 1/4 Insn�la:ion (OpEronal): One or adore layac's perlite, wood fiber, • •' e fiber, arty sickness • Base Sheet (Optional): One or more layers Type G1, G2 or- G3; ,, . • idembraae One or more layers "Ruberoid Torch" (Smooth or Grannie), "Rabereid Torch Granule Plus ", "Ruberoid Mop Granule" or "RUber id Mop Plus 'Granule". • Coating; Karnak No. 97,1 -1/2 -3 gal/K. 4• Decks C-15/32 Iodine: I/2 Insulation: One or more layers perlite, glace fiber, isocyaourate, ure- thane pedite /ieocyanurate composite, perlite/urethane eoiiiposite, phe- nolic,1 -1/2 in. min thickness (offset from plywood joints 6 )• Base Sheet One or more layers Type G2 or G3. • Ply Sheet (Optional): One or more layers Type GL • . Membrane: One or more layers "Rubervid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or 'Ruberoicd Mop'Plus Granule". • t :.a. Surfadng 1<arnak No. 97,1 -1/2 - 3 gal /s• .m s,:. 1 'ON (1 • • •RoaflniS C F�)— Conlin icd • • ••• • • • ••• 5. Deck NC India~ in Bate Sheet ( One or more layem GI, G2 or G3. Mot mite & Mtyers "0moot1orGrat►ulel. :Rt;fd•'t4110• : • • SvfacBi$•(OptI8nfr •KYsr1k `brim 9i" or "169" at 1-3 gal /sq or Grundy Ind. "20 F Bmulalon" at 3 jal/sq. 6. _ Deck C -15/32 Indline 1/2 Q %I:W.1ra% B 3/4 ia. min, isecya- �y Basau �1 %tea eat((apica l: ole Imeoreeliefera Type Gl, GI Or ,Membrane: one or more Iayeq "RuberoidT dt" (Smooth or Granule), "Ruberoid Torch Granule PIus , "Roberta Mop" (Smooth or Grannie) ' or "Ruberoid Mop Plus Granvie ". • SurfacinF Gravel • 7. Deck: C-15/32 bncliac: 1/2 , • Insulad.on (Optional): One °m ore layers perlite, woad fiber, glass fiber, isocyannzate, urethane, pedlte/lsocyaawrpte composite, partite/ urethane compoole, wood fiber /isoeyantnate composite. Base Sheet Twe or more layers Type G2 or G3- Fly Sheet (Optional : One of more /eyed Type G1. Mennbraire: One or more layers "Ruberold1br h" (Smooth or Grannie), 'Rubei:cdd Tor& Granule Plus", "Rttibtacoid Mop" (moth of Granule) or_ "Ri amid Mop Plus Granule ,b Karnak No. 97,1.1/2 - 3 gal/sq or /gravel. g pc ' India 1 2 One or mom.1 n��iuethane penile/ Es'' , pantie/ Lard pos1fe,1 -1/2 irt. ruin. Bad Street (OptionaD: One or more layers Type C1, G2 or G3. Memo` rase: One or more layers Ruber Toren" (Smootb or Granule), "RI:Nadal Torch Granule Plus", ''Ititerdia Mop" (Smooth or Granule) err "Puberold Mop Plus Granule".. . Snrfaang Grundy "AL MB A1uuwtunnn�e / at 1-2 gal/sq. pbmy 3/4 in. ,.Deck C45/ ti , ,'. ImsutaHor< (O�tid Otte Pr more iaye cap partite/ 1 in. a� 'Bsse Shed One likmire layers Type G2 "COMAS #75 Base Sheet", hot mapped o< medtaically fastened in place. ' P l y S h e e t O n e O z ' m o r e y a y e , ' . T y i t G1. "G. AS Ply 4 1mt topped is place. . Membrane: Rn+beinid Mdp 170 PR". Surfacing ( o � Surfacing '" umat Coating" at 1 -1/2 8al/sq or "GAF Nleaiher'Cotet " at 3 gal/: i 10. Deleted L` 11. Deleted 12 Deleted 13. z•Deleted • • :•1�eleted C-15/32 ' • '. '. ' • Incline: 1/2 en.(Optienal): p &te, fiber glass, isocyanuraate, urethane or perlite?sdcganurate eontpoeite. Base Sheet One or more layers Type G2 ar G3 base shock, hot mopped • or mechanically fastened." Ply Sheet (Optional): One or more layers Type 01, hot mopped in -plac 1Vleulbrane: e. "Ruberoid Mop 170 PR ". 16_ Deck C -15/32 Incline 1/2 ' Insulation (Optional): Perlita, fiber glass, isocyarazcate, urethane or partite /isocyanurate composite, offset 6 in. from joints. Base Sheet: One or mole layers Type G-2 or G base sheet, hot mopped or medically fastened. Ply Sheet (Optional): One or more layers Type G-'1, hot mopped in Mlace embrane: One layer 'Ruberoid Torch Smooth" or "Ruberoid Mop Smooth "• • Membrane: One layer "Ruberoid Mop 170 FR ". 17. Deck.+NC ' • Incline 1 Insulation (Optional): Pella, fiber glass, wood fiber, ,{socyariurate, urethane or perlite /isocyarwrate composite. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or meclraidcaIly fastened. LOOK FOR THE UL tdAliK ON PRODUCT A1daS ONIM wd15 :1 9001.9 '030 - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• •• •• • • • •• •. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • METRO•DADE•FLACALER BUILDING • • • • • •1404V114 ) :L�IGI,EI! S4 RESET, SUITE 1603 • • • • • • • MIAM2, i;LCAUDA 33130 -1563 • • t3051375-2901. Fla (305) 375 -2908 Hanson Roof Tile d.b.a. Pioneer Concrete Tile •• • • • • •• "' • • 1340 SW 34th Ave • Deerfield Beach, FL 33442 • • • • • • • ••• • • • SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Nordic Flat 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 tiie job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE Roofing Roofing Tiles Concrete • • • •• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • I• • • • • • • • • • • • • • •• • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• This renews a roofing system using Nordic Flat Rcf Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does 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 Applicant Hanson Nordic Flat Tile • Trim Pieces Dimensions Length: 161/4" Width: 13" Thickness 1 % <" Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Corrosion resistant Tile Nails Min. 10dx 3" TAS 114 screw or smooth Appendix E shank nails #8x 2 %2" long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, 0.131" shank dia. Appendix E galvanized, coarse 0.175" screw thread wood screws thread dia. Clips Hurricane Clip & Min. %2" width TAS 111 Corrosion resistant Fasteners Min. 0.060" thick Appendix E clips with corrosion Clip Fasteners resistant nails. Min. 8d x 1 1/4" Manufacturer Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • - • • ••• • • • • ••• 3. LIMITATIONS • ••• • ••• • ••• • • • • • • • • • • 3.1 Fire classification is not part of this acceptance: ; • • • ; : • • • : : . • 3.2 For mortar or adhesive set tile applications, a sfa i'c flrlti uplift test in acc6r anDe with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami Dadg County Certified T �bora Cory to perform quarterly test in accordance with TAS 112• apt:104 1': Spcblesting shall be submitted to the Building Code Compliance Office for3e$ieyv. :: •.: : 3.4 Minimum underlayment shall be in compliant ,whiz the •pplicabre 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 `Nordic Flat' 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 2: Restoring Moments due to Gravity - Mg (ft-ibf) Table 1: Aerod namic Multi • liers - X ft 3 3 " :12" Tile 5 ":12" X (ft3) 7 ":12 "or greater X (ft3) Profile Battens Batten Application Direct Deck Application Hanson Nordic Flat Tile Battens 0.267 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile 3 " :12" 4 ":12" 5 ":12" 6 " :12" 7 ":12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Fiat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 NOA No.: 02 -0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 • • ••• • . • ••• t• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Table 3: Attachment Resistance Expressedasrt•Moment -.M, (ft-Ibf)• .11 _i For Nall-On Systerrts ;, • • 1, • • • • • • Tile Proflle Fastener Type Direct Ddalt I's' (Min 15/32" p l y w o o d ) . , , . DtrictDeck •i• (Min. 19/32" • PIYwpod)• • • flattens .. Hanson Nordic Flat Tile ' 2 -10d Ring Shank Nails 30.9 : '' : MI, ; 5 Medium paddy placement of 24 grams of PolyProTM'. :17.2 1 -10d Smooth or Screw Shank Nail 7.3 •• • • • 9$ • "' •• 4.9 2 -10d Smooth or Screw Shank Nails 14.0 -I 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Pol oam Product, Inc. Avera• a wei • ht • - r • a 8 • rams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft -1bf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PolyProM 118.94 PolyProTh' PolyProN'. 40.45 4 Large paddy placement of 45 grams of 5 Medium paddy placement of 24 grams of PolyProTM'. NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 • • ••• • • • ••• ••. 00 • • • •• •• • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • -••• • • • • ••• Table 4B: Attachment Resistance Expressed•as a,Moment,,M —1 for Mortar Set Systems. , • • (ft -Ibt) ... • . �.' • . • - •' • .•: AttachpleQt Resistance Tile Profile • Tile Application • • • • • Hanson Nordic Flat Tile Mortar Set • • 39.0 • • • • • • • • • •• • • • •• • • • • • ••• •• 5/ LABELING / 5.1 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 ". 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 Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 _, • • ••• • • • ••• ••.•• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PROFILE DRAWING • ••• • ••• • ••• • • • • • • • • • • to • • • • • • • • • HANSON "NORDIC FLAT" ROD11I1,E; ; : • • • • • • • • • • • • FASTENER HOLES •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• OVERLOCK UNDERLOCK NORDIC FLAT END OF THIS ACCEPTANCE NOA No.: 02 -0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL, DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MAR 1 9 2007 l) MIAMI -DADE COUNTY, FLORIDA �� METRO -DADE FLAGLER BUILDING B �` eeee140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by t dden roduct Review Committee to be used in Miami Dade County and other areas where all • }tie t�iu horn Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO i Dade Co ty and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this for quality assurance purposes. If this product or material fails to perform in the accept o ann t M c er will incur the expense of such testing and the AHJ may immediately revoke, modify, or u stet �{� `e of s c product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance ifif i.s dctermi "° d 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 VelociV rniicane Zone of the Florida Buildin g Code. • • • • • • • •• • • DESCRIPTION: Polypro® A11160 • • •• •• • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed ah2i•ttere ha$ bear$ 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 4, evvlipn or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 4nddrslment of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Wailure t'o•ply • with any section of this NOA shall be cause for termination and removal of NOA. ' • •' • • • • • • '•• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • •. • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofmg Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AHI60 manufactured by Polyfoam Products, Inc. as described in Secc ion 2 of this Notice of Acceptance. Fore 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 Polyproii 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 Polypro® AH 160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment •••• • • • • • •• • • •••• • • • • • • •• • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current ItIOA whicli list moment resistance values with the use of Polypro AH160 roof tile adhesive. •. •.. • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • •• •• • • • • Result • • • • • • • • •• • • • •••• • •••• • • •••• ••• • • • Note: The physical properties Listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 Date 04/08/94 _ 12/16/96 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute ASTM E 108 11/16/94 ASTM E 84 01/16/95 Trinity Engineering TAS 114 03/14/96 Celotex Corp. Testing Services 01-6743-011 01- 6739- 062b[11 7050.02.96 -1 LIMITATIONS: 1. 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 TAS 101 10/23/98 TAS 101 TAS 101 1 2/28/9.. • • .... • • • • 0. • • • • • • • .. • . " ". 0310,/89.: INSTALLATION: I. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift I resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the _ corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Stndards RAS 127. The adhesive attachment data is noted in the,r6of 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® A11160 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. Polypro0 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 to3 minutes affer• • • 0 Polypro® AH160 has been dispensed. • • • • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordanco*,•it►lrbhe'Plaaern • • Details' herein. Each generic tile profile requires the specific placement noted4ieteitt • • • •••• • • • • • • • ••••1 Table 1: Adhesive Placement For Each Generic Tile Profile • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two' •Pa8$ Weight • pe••••, a c y min... • (grams) • • • • Flat, Low, High Profiles _ #1 35 '••N A ••• N/A •�' High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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. • • • • • • • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1 1) Place enough adhesive to achieve ll to 23 Optional 2 =4s fa square inches N contact with the pantile steep pitch applications 2)Tum covers upside down adhesive 112 of cover tile. Then install the tile. Underlayment Nall through plastic cement • ••• • Remov top portion of the eave course cover tile. Abet to second coarse of pan tiles. Ensure eave end of pan and carer tiles are Hush at eave line. Eave closure (mortar shown) 471114 4. • • . • • Sheathing • • • Optctr ,40 PottIbp t an NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • •••• • • •• • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Undedayment 7 In. ,4ln. a \{ Eave Course Nail through plastic cement Paddy (Beneath Tile) Underlayment 7 in. In. Eave Closure Eave Course Fascia • • • • •••• • • •••• • • •• • • • • • •• •• •••• • Paddy (Beneath Tite) / Fascia Weephole Easeeclosure • ) • edge • • •• •• • • • • • • • • • • • • • ••••• • • • • e • • • •••• • • • • •••• • • a • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement tfi Paddy (between tile) P (under tile) • 3 in. x3in. Single paddy on under - layment Single paddy under tile Single paddy on top of tile Eave course 2 in. X1 in. medum size paddy eave Fascia course only Nail through plastic cement Single paddy under hie Single paddy between tile 21n. x 7 in. medium size paddy eave course only Single paddy on top of tile Single paddy under tile Single paddy between tile jr '4 in. x 3 in. Single /paddy on underlayment Single paddy on top of tile Eave Coarse Eave Closure 2 in. x7 in. medlum size paddy eave course only Fascia END OF THIS ACCEPTANCE Fascia /�• Weep hole Eave closure • ' �t edge • •••• •• • • • • • • • • • • •• •• • • • •••• • • • • • • ••• • • • •• • • • • • •• •• •••• • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • figrato. Rive Ti Tiest41 Swzuz, Imo. 1500 WestCopovnivRoad4Pomparto-13eacits FL 33064 Sincei1998 April 21, 2007 Building Department Official; Florida Roof Testing Services, Inc. has performed a tile uplift test on the building described below. The the uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 TAS 106, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test Contractor: Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # J. Quintero Roofing 1058 NE 98th Street, Miami Shores RF- 07-442 Foam Set, Hanson, 2300 Sq. Ft. 04/20/07 Pass (Hip & Ridge Mortared Re Tested) 05/21/07 Pass RM Fred Hernandez, Senior Technical Analyst 07 -10724 35 20 TITS 106 - Ta&upl TostRepovt SO teRie9 K. Venkatesan, P.E. Florida Registration No. 42793 Certificate it: FRT004:2419 Quality Sams Lab 0:50 Peninsola Corporate Circle, Ste. 1013 Boca Raton, Fl, 33487 Phone:561- 999 -1898 Fa c561- 999 -1897 CERTIFICATE OF CALIBRATION Performed for:. Florida Roof Testing 1500 West Copan* Road Pompano Beach. FL, 33064 Instrument Details: Description: Force Pull Gauge Manufacturer: Chatillon Model Number: Lg -100 Serial Number: 804599 I. Date: 3/17/2007 Equipment ID: R04599 PO Number: Equip .Location :: Calibration Details Procedures Manufacturer's : Procedures Force Pull Gage (Roofing) -100 lbs Temp: 72 Humidity: 20 Test Result: Pass Cal interval 3 M Comments: Quailty Systems Laboratory certifies that the above listed instrument meets or exeeds all specifications as Calibration Results stated in the referenced proctiure unless otherwise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ra iotype o'fseif- calibration techniques. This calibration complies with lSO /IEC 17025:2005 and MIL - STD- 45662A. ThiS report may not be reproduced, Octopi in full, unless permission for the publication of an approved abstract Is obtained in writing from the calibration organization issuing this °report. Gallbrati0rf 9ntlads: Test MOO Toot i t ki►1es As.Faund QSL004 Ashorbft Dead Wsttftt Tester 201447231 11 (23/2006 11./,23/2'007 libratlb it Metrology Marrageridward Brown Signaling Quality Manager: I Tbibodeau Signature:. Page 1 of 1 Test MOO Toot i t ki►1es As.Faund l UUBight 25:0 Ibs 23.0 to 27.0 26 26 Pass 2 30,0 tbs 48.010 524 51 51 Pass 100.0 lbs 98.0 to 102.0 101 101 Pass Metrology Marrageridward Brown Signaling Quality Manager: I Tbibodeau Signature:. Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/04/2007 Inspector: Rodriguez, Jorge Owner: EPSTEIN, PETER Job Address: 1058 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: J QUINTERO ROOFING CORP Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050180330 Lot: Phone: (305)265 -9226 Building Department Comments RE -ROOF COLOR THRU TILES JUN 0 5 200? Passed Inspector Comments CREATED AS REINSPECTION not tested up lift. 2. Up lift report not CG 05/02/07 �G � N�� FOR INSP-47823. 1. Hip and edge tiles complete missing hi and ridge tile to be tested. / /yp i Failed / c� � � e d V ,v✓ / ^,/I I. 66/e29,76 7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, June 1, 2007 Page 2 of 2 This instrument prepared by: Name 3. QUXNTERO Rd'OFING CORP. Address 7570 NW 14 ST MIAMI FLORIDA 33126 Permit # . Tax Folio # NOTICE OF COMMENCEMENT State of Flor• / County of Gtit1` - The undersigned hereby give notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1111111111 1111 11 111111111111111111 11 111111 l 1 'F1*i 21107R0230707 OR Bk 25421 Ps 3479c (1as) RECORDED 03/07/2007 09:27:55 HARVEY RUVtl1, CLEF, OF COURT AMI -DADE COUHTYr`FLORIDA AST PAGE 1. Legal Description of property: Lot/Unit # Block/Bldg# Subdivision /Condominium: (.)Plat Book ( )OR Book Page , , County, Florida ( )Lengthy Legal, please see descriplOon attached here to as Street address: 1 o5 9 A/5' a s'i- . (available) it4 a t M S'il®..e.' j F1.- 331 3 A" 2. General description of Improvement: e (space above uus une is reserved ror recoramq orrice use) 3. Property Owner Name: Peter E p s i e T h Mailing address: ) 4 5 T NE ?' Q' st- and interest in property i rpt ; S I oNesj FL 3313r Name / mailing address of fee simple title holder (if other than owner) • 4. Contractor name: Address Phone number: 5. If Surety Bond, name: and address of Surety: Phone number: 6. Lender name: Address Phone number: 3. QUINTERO ROOFING CORP. 7570 NW 14 ST MIAMI, FLORIDA 33126 (305) 265 -9226 Fax # (optional if service fax is acceptable): (305) 597 -0115 Fax # (optional• if service fax is acceptable): Fax # (optional if service fax is acceptable): 7. Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices on other documents may be served as provided by section 713.13 (1) (A)., Florida Statutes: , Name: Address Phone number: Fax # (optional if service fax is acceptable): .8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notce as provided in Section 713.13 (1)(B), Florida Statutes. • Name: Address Phone number: Fax # (optional if service fax is acceptable): 9. Expiration Date of this Notice �. (expires 1 year fr• •i '� /ord- es- different date is specified) %i- TATE OF FLORIDA, DOUN i HO? : BY CERTIFY that this y Owner Signature. Printed Name: �Arr. r± r. Ar i SWORN TO A SUBSCRIBE before me this y day of r✓ , 20 u °7 , by s�7� a , who i� s personally ak an oath. F'-cr' Pefev iw, 'identiflcatton, and who did Signature of Nota ,Printed Name: Ire el Cot mission ' D362473 4. Expires October 13, 2008 a Tro Fain • Insurance, Inc. 800.185.7019 Return Recorded Document to: (Name and Address) hand on OF DARE cpytf #h3 elf A020 Mot Seel. of e , end County Courts rr DC fl etm at MO W5 VR118i ' -y COUO (space above tlhs One is reserved for recording office us