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ROOFING
No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6-10 Passed 26 -28 Passed 46 -50 76 -79 96 -103 11 -15 Passed 29 -35 Passed 51 -60 80 -85 104 -132 16-20 Passed 36-40 Passed 65 -70 86 -90 133 -200 PROPERTY ADDRESS: 1147 NE 97 ST. PERMIT No: 2003 -1750. OWNER: Pumo. CONTRACTOR: Obenour Roofing. ROOFING SQUARES: 34 sq. TILE TYPE: Hanson. CONTACT PERSON :: Yusi (786) 486 -6468 Testing Equipment: DigitalChatillon DFIS 200 THIS ROOF HAS PASSED: Voice: (786) 486 -6468 Lab Report No. 04 010064 Building Solutions For The Construction Industry P. 0. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 CONCENTRA' - ED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 Test Tabulation "ROOF SKETCH' PCA No: ROOF PITCH: 3/12. INSPECTION DATE: 01/07/04. TEST DATE: 01/12/04. JOB NUMBER: Required Testing Force: 35 Ibs FAILED fl THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 www.FloridaTEC.net Fax: 305 -485 -3199 ,vIIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request (\3 Date Type Insp'n l(1C> in ?ir Permit No. AJigafr 115° Name Porno i 3 Address 114 9 PE 9154- Company ®odor' Phone # Inspection Date . 0 CA Approved Correction Re- Insp'n Fee c3 E 0 U a) O a 0 MIAMI SHORES VILLAGE ''B'e??:-DING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee IN° 03 - (-(sc Pam 0 wen 1L qr) Ofkt\tur og BUILDING ' PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) (`• '' tekr6. Owner's Address City Y I\ V1Q/1Mti :i' State rL Tenant/Lessee Name 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) City Miami Shores Village County Mi Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit t D ( 6 Type of Work: ['Addition ['Alteration ❑New Repair/Replace ❑ Demolition Describe Work: T4-. a LF- T/ L E (1)4 f f( 16414 ( Lr J*4-ke l0,c .7 �1iG y Azilewe£ SEJ f u� 60' Wai /d' v� Adobe, e .96.• oJt,L t at, etik tAf . . Submittal Fee $ ' Notary $ '®' Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 72rog2 S CJ 0 9K0 Permit Fee $ Training/Education Fee $ -5 4S0 Technology Fee $ , Radon $ Bond $ Structural Plan Review. $ 3(I r 3 3 Miami Shores Village Building Department State Plum ng -Dade Permit No. e4 0 5 1 Master Permit No. Phone # Zip .. 3l Phone # Phone # A gal Zip Mechanical ( Rodin Zip I 3 3/33 Phone # �--- Square Footage Of Work: 58,e, CCF $ /4 '1) Mortgage Lender's Name (if applicable) Mortgage Lender's Address City who is personally known to me or who has produced NOTARY P IC: jtd ViZ) My Commission Expires: Chc 10/14/03 Zip Bonding Company's Name (if applicable) • Bonding Company's Address ` 1 City State P R State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 COMMINCEMENT MAY RESULT IN YOUR MEND TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU END 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 ;n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ' Signature 2�r - 7 -� Own or Agent The foregoing instrument was acknowledged before me this day of r1 , 20 G , by / L p t As identification and who did take an oath. Sign: Print �9 ;l' Cif! al IT Signature Zip Contractor The fo tgoing instrument was acknowledged before me this 3/ , day of e . 20 pi, b� jfl ). C / V occ r who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:�()444 Ott Print: ). My Commission Expires: Li a . « . u: rril21(n3 su +eJ ue ******** * * * * * * * * * * * * * * * * *** ****40,ti �l *** *f1 i* *4 4' xs *s *x****s * * *sTttt ** . Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competence No. *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning 90 3JHd BIGE VELOCITY =RICANS ZON S - REQUIRED OWNERS NOTIFICATION FOR ROOTING CONSIDERATIONS x1524.1 scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. aesthetics - Workmanship: The workmanship provisions of C hapeer 15 (xigh Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship previsions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as pare of the agreement between the owner and the contractor. 2. Reaai,liag Wood Decks; When replacing roofing, the existing wood roof deck may have to be rertailed in accordance with the current provisions of Chapter 16 (Haigh Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. el. Exposed ceilings: Exposed, open beam ceilings are were the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining this appearance. 5. Poadiag Water: The Current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low - lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (will outlets): It is required that rainwater flow off so that the roof ie not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It maybe necessary to install overflow scuppers in accordance with the requirements of: 7. ventilation; Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall,notra be reduced. It may be beneficial to consider additional v can, result in extending the service life -,� the roof. Owner's /Agent's Signature t Co j` rector's Sig atur E*uc:lIns LL9b99LbSE ZS :ZI H OZ,'_O /OT Type Insp'n I I N CC47 T Jp Permit No. 3P 03 1 Name VI 4 NE an- Company 0 / ?\ i/9 -0(.- � Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B . ]ding Inspection Request Date (A Time Phone # For Inspector: f I tol . Name & Date Approved ❑ Correction Re- Insp'n Fee v1 t 0 M x 0 • a b • 0 ga A-94S 0 0 0 MIAMI SHORES VILLAGE () BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 1 Time Type Insp'n ( Q Permit No. 2 P 03 - f i) • Name 'O d K..1 Address '1 49 t "L Compan*C.CCI9 0 • Phone # For Inspector: %111 Name & Date Approved Correction Re- Insp'n Fee ❑ Identify dimensions of elevated pressure zones and location of parapets. . II . 3 I e ... I 4 1 # = - -4-- d- _-_-:: 1-; -{ ! t { 1 f 1 l -1-i i i! I i I " # � :1r1'I - 1 111f{!11111 IIii 1li !11!IIIi111IIEii1 ill 11;i{!111I 1ij!1iit !!i1;I11I_i!ii�!!rril1 it e4 ,d 01 1 dor 1 hi � a } y a.. e � i e `e t j S " A � iTl '4 1, 1 ili t l i f i J t - ;!!Tl t 1 123_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractors Name ®f f WOLlie Roo CM/ Job Address //ij 77 lei ROOF CATEGORY I i Low SIopE ❑ Asphaltic Shingles ❑ New Roof Z4 0 ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 1 �/ ROOF TYPE Mlle-Rooting ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep eloped Roof Area (SF) Total (SF) 2i Zg N I Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Are there 50 Gas Vent Stacks Yes ❑ Nog Type: Natural ❑ LPGX ❑ ❑ Repair ❑ Maintenance 379 Section B (Roof Piano Sketch Roof Plan: illustrate all few Is and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly 23_01 -48 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. eAr NOA No.: ® 65 2(0 f Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Cg Pmax2: 3 Pmax:3: /9/ Max. Design Pressure From the Specific NOA System: - . 5 Deck: Type: . 6049-79-d-- Gauge/Thickness: 37,, Slope: C'at- Anchor /Base Sheet & No. of Pl y(s):017N4- bo Anc or /Base Sheet Fastener /Bonding Material: ,ef' is laiZxt - /VR 4'F''i Insulation Base Layer: Aley4A4.424 Base Insulation Size and Thickness: /. 4 i ' Base Insulation Fastener /Bonding Material: if Top Insulation Layer: 4 # Top Insulation Size and Thickness: /�A Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s):/ardidfrAtivr Base Sheet Fastener /Bonding Material: iL eeSA '< /A Ply Sheet(s) .& No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Pl°yrFF / tener/ Bonding Material: Surfacing: a,24_Ft.4V,(t' 1 Section C (Low Sloped Roof System) Top Ply: 64,6r diIry i chew— Fastener Spacing for Anchor /Base Sheet Attachment z eh t9FAN) Field: k• oc @ Lap, # Rows @ G "oc Perimeter. " oc © Lap, # Rows S @ 4' " oc Comer. " oc @ Lap, # Rows @ • oc Number of Fle ners Per Insulation Board ,t Field 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. 4' / e4r /viAt ' *' if .?��• f w 4 • ,tea 3,a yG ./o S9,fRP) S /So, Are if elm, FN6- P,t q f7. r/t,.4,I4A seRcy Perimeter Corner FT. /14 Parapet Height f Mean Roof Height Roof System Manufacturer: / -1i.vsoA/ Notice of Acceptance Number: q)/ 0 ' i (.t • 1 6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7.®f P2: 1: P3: 22•4b Maximum Design Pressure �� (From the NOA Specific System) `` ; ; `TO. Method of tile attachment: 7 p(& 46 /60 1 Roof Slope: 3 : 12 123_01 -48 5/03 PAGE 4 Deck Type: Ridge Ventilation? 6/ Florida Building Code Edition 2002 High Velocity Hurricane ;Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description ype Underlayment: C '5 -rA, 226 nsulation. Fire Barrier. astene Mean Roof Height: 1C #4, r Type & Spacing: dhesive Type: xidI 4 l / 4x lie 7/1 Aro ece 7 4/4 fdv1nt ype Cap Sheet: oof Covering: 1 j 45f64' 2 .219 Type & Size Drip Edge: Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A, NOA Restoring Mamma due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F. Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA . All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Height 15' 15 20' 25' 30 40' - Slope 2: 2 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M r. If the M r values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" r o 13 :6' ) - Mg: ,; • ( t7 =1rr - _ ' `I! oB NOA MI I • F x? •).9t =)4.®1- Mg: L e . 4t1 __ _ NOAM 147.41 Y _ e t 1 =,)_9•O1 - Mg: if G NOA M €(4). Method 2 "Simplified Tile Calculation Per Table Below" (Pt: in (P2: lov, t: (P3: /ov. Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile 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 area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P zl: = z w:= ) -W: zcos 0 : _ = F NOA F' (P xl: - x w:= ) -W: x cos 9: = F NOA F' (P : 11: = z w: a ) - W: a cos 9: = F NOA F' M tA M. IOADE BUILDING CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE 6F ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2903 SCOPE: This NOA is being issued under the applicable pules 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 Autlmrity Having. Jewisdicti en- (:mil). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (Irt Miami Dade Coujity) and/or the AHJ (in areas other than Miami' Dade County) reserve the right ro 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 -Dude County Product Control Approved ", unless otherwise noted herein RENEWAL or 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 a piration 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 I through 6. The submitted documentation was reviewed by frank Zuloaga, RRC NOA No.: 02- 0916.10 Expiration Date: I2/16/07 Approval Date: 12/19/02 Page 1 of 6 2.1 ROOFING ASSEMBLY APPROVAL Category, Sub Category: Material: 1. SCOPE This renews a roofing systern using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Corlcete 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 ltifanufactured by Applicant Hanson Nordic Fiat Tile Trim Pieces Tile Screws Hurricane Clip & Fasteners Rooting Rooting Tiles Concrete Dimensions Length: 16Y2" Width: 13" Thickness 1V4 Length: varies Width: varies Varying thiclaiess COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Tile Nails Min_ 10dx 3" f#8.e 2 '' /x" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. Vi" width Min. 0.060" thick Clip Fasteners Miry. 8d x 1 V ' Test Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 114 Appendix E Test Product Specifications . Description Flat profile, interlocking, extruded TAS 112 concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory Willi, concrete roof pieces for TAS 112 use.at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Product cscrl lion Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant dips with corrosion resistant nails. 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 tow. 3. LIMITATIONS . 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive se: tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade County Certified laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnent shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underiayment 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. applicalle lAtikliegeode, 4. INSTALLATION 4.1 Hanson 'Nordic flat' Roof Tile and its components shall-be installed in strict compliance with Roofing Application Standard RAS 113,1 19, 8.:..120 4.2 Data For Attach.ment Calculations Tile Profile Hanson Nordic Flat Tile Tile Profile Hanson Nordic Flat Tile Table 1: Aerodynamic Multipliers - X (ft X (ft I3atten Application 0.267 Table 2: Restoring Moments due to Gravity bf) Battens 5:95 3 ": 12" Direct Deck 6.78 di ": 12.. Battens Direct Deck 5.8'7 6.67 Battens 5.74 5 ": 12" Direct Deck 6.54 . (f s ) Direct Deck Application 0.289 Battens 5.60 6 ": 12" Direct Deck 6.37 7"; l2' or greater Battens Direct Deck 5.44 6.19 NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 rage orb .- '--.- Tile Profile �• .T....1.ISi„crit rcebitance txpressea as a Moment - M (ft -Ibf _ For Nail -On Systems Fastener T ype Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Nordic Flat Tile 2 -10d Rin• Shank Nails 30.9 38.1 17,2 " 1 -10d Smooth or Screw Shank Nail 7.3 9 18.8 4.9 7.4 2 -10d Smooth dir Screw Shank Nails 14.0 1 #8 Screw 30.8 30.8 . 18.2 2 #8 Screw 51 -7 51.7 24.4 1 -10d Sfnaoth or 'Screw . 1 Shank Nail (Field Cli. 24.3 24.3 24.2 - 1 -10d Smooth of Screw Shank Nail (Eave Clio 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Cll. 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Cll. 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Insaalintinn W o 4 - Hanson Nordic Flat Tile 2 See manufactures com I , , ......1 ♦111 •.-fll 1 1 ♦ -.V 1 .1 1_� / J1JJ 1 J'JVti'J'-1 r7 1�rA • a the he adlGp an d f a sl erers are located a min, of 2%t" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt -lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Adhesive Minimum Attachment Resistance 31.3 I)nent approval for installation requirements. L 3 Flexible Products Company T1IeBond Average weights per patty 13.9 grains. P olyfoa m Product, Inc Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) For Sin le Patty Adhesive Set Systems I'.V . JY , l/ -I Tile Profile I --� PoIVPro TM' I 118.9 I Hanson Nordic Fiat Tiie j PoIyPrQ 5 4. Larpepar,dy placement of 45 grams of PulyPro 40.4 • 5 Medium padd placement of 24 ta of PoIyPro'*'. Tile Application Minimum Attachment Resistance NOA 1>'4,: 02-0916.10 expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 48: Attachment Resistance Expressed as a Moment - Mf (ft-ibf} for Mortar Set Systems .Tile Profile Hansen Nordic Plat Tile Tile Application Mortar Set Attachment Resistance • 3 0 5. LABELING 5.1 All tiles shall .bear >the imprint or identifiable marking of the manufacturer's name or logo, or following statment: "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 My 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 11. UU' ` a 1J :FJ7 l' IC,' 1 IL - rRr11 4C1 f[UU I 1 L.C. J J3 f JDC'+U■ ivU. JY VCAJU FASTENER 1iO1,ES PROFrLE DRAWING HANSON "NORDIC FLAT" ROOF TILE NORDIC FLAT END 0 F THIS ACCEPTANCE NOA No.: 02 -0916.10 Expiration Date: 12/16/07 Approval Date: 121.19102' j'age 6 of 6 • MIAMIOE Tito expense of such testing will be incurred by Ll'c m.tnulhctttrcr. ACC1;iTANCE NO.: 01-052j EXPIRES: OS /10/2006 APPROVED: (16114/7804 1 110II500011pc1000lIternp)ttc:tneNCO acceptance coyer page nor Interim mnil auaress: pnstmnstcr Qlnrildingcncicurllinc.curn t0'd ae'BBSLGOC 01 t'LCCS6SSOC rvLlru.t!1 YRUL'L• l� +l . PRODUCT CONTROLJOTICI OF ACCCPTA .'C IT' Pnlyfo:tm Products, Inc. 2400 Spring- Stucbncr Road Spring ,TIC 77383 -U32 MIAMI -DADE COUNTY, FLORIDA METRO -DAVE .FLAGI -ER BUILDING —e, nulL[)ING COnE CQrtIpLIANCE OFIrICF, t IETaO -DAD(T tiiJILDINC HO WET FLAGLER STREET. SUITE 1601 hl I:�AI 1, r Lr1It 11)A )3130- I S6) (315) 375 -290 1'AN ()OS) 375 -290 coN rou. 1.1c ::eC <`rioN ( )e5)1'5 -3627 VAN: t]OSI ) -23 >i CON.' It.I CI't)H 1'NVOlICe:MEN'I' UI\'I11Q 00475 - 2966 FAX (305) 375 I'ItODLICT CONTROL DIVISION u;') 17S-290. I'AX (30.)172 -o) :;) Your application for Notice ot"Acceptancc (NOA.) a.t: Two Component Polyurethenc Foam Adhesive under Chapter 8 of the Code of Miami -Dade CoL :r;ty governing the use of Alternate Materials and Typos or Constriction, and completely described herein, has been recommended ibr acceptance by the Misnti Daclt: County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobt,ite or manuiac:Lurer's plant for quality C0111co1 t emting. If this product or material fails to perform in the approved manner, SCCO may revolve, rnodiCy, or suspend the czar: of such product or material immediately. 13CCO reserves the right to revoke this approval, if it is determined by 13000 that this product or material fails to meet the requirements of the South Florida Building Cade. Raul RudriLucz Chief (Product Coctrot Division Tldrs IS Tint COVERSIIE T, SEE ADDITIONAL RAGES Felt SPECIFIC AND (:FNf CONDITIONS i3UTLOING COt�r & Prc[ 'CT RFyrf w C4Nitit17TEE. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to `Je used in Miami-Dade County, Florida under the conditions set Furth above. 1=rincisco J, Quintana. R.A. Director tvli lnti Bade County nodding Code Compliance Off ice 16 002 )1I ?I pnbc: 111ip ;uwww.bulliJiagcrnlconlinc.conl 0 0HdEl Jd PS:91 co 02. 20 ddt:) r ▪ \1 a. 1J \7\/ 1111..' i t -HO 1 11.1 011 NI I V J. ‘• '1 LqI,yfnnm Products, (tai ROOFING ASSEMBLY APPROVAL • C c `!t�tirY: RU0 t111b Approval Date: June let ZRQ! Suh- goitc�nry: Ruot'Tilo AdhC:ivc l ::.pirati,)11 Date' May 10 2006 I4�a lc;rials: Polyurethane 1. SCOPE This ,approves l°olyproc1 A1.1160 as manufactured by Poly -fuain 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 cock, 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 rooftiles System using Polyproi AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for doable patty systems 2. PRODUCT DESCXdIPT(ON Manufactured by Anpltcint Polypro® AH I60 ProPacktfP 30 Sc 100 Dimensions N/A Poninprotg RTTP 1000 N/A N/A Dispensing Equipment 2.1 Components or products manufactured by maters: Any Miami-Dade County Product Control Accepted Itool•Tilc A ' nihly halving a current NOA which list uplift resistance values with the use or PdIypro A11160 roof tale adhesi 2.2 Typical Physical Properties: Ern cr Test Density ASTM D 1622 Compressive ASTM D 162 ) Strength Tensile Strength ASTM D 1623 Water Absorption ASTM 0 2127 Moisture Vapor ASTM C 96 Tr:tnsm ission Dimensional ASTM D 2126 Stability ZEt' d t8 '88SLS0C 01 t';_C S69SOC .1 44,1.1 V .l: l I l\ 4 L V 4 .1 : ' .1•••‘• • ACCEPTANCE. No_ : t)i• S� 1. ? Test C xcilicatinons PA 10I R cs u d Is 1.6 II?sJCt' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to ri;c 0.08 Lbs./Fc 3.! Pcrn1 / Inch .0.07 4 /0 Volume Chance @ -40 F._ weeks +6.0% Volume Change r7 1itltltidity 2 weeks Product kescripl Two component polyurethane (Dispensing Equipment 1 ra11k Zulo:tgi. !MC Product Control t3Xtrniner opauaa d:J i?5 :81 C002 20 8dt1 80•d laIl li:Ob r,1.\ JJ•i ?H 1ti.14 rVLxrv€t ?1 1'olyt'onm Products Inc, ACCEPTANCE iNo.: 01- 0521.02 Note: The physical properties listed above are presented as cynical fiver age vntucs ns determined b y nccepted ASTM test methods And net subject to norniA w na:ufneturing variation, 3. Li,MiTATIONS 3.1 Fire classification is not p:trt of this acceptance It`cicr to the 1'rcparcct Roof Ti ,t; Assembly for tire rating 3.2 Polypro® A1-1160 shall solely be used with flat, IOw, high tile. pro(iles, 3.3 Minimum undcrl;tymcnts sholi be in compliance with chc Roaring Application Standard RAS 120. 3 .4 Roof Tile manufactures ilCqUiriosz acceptance for the use of Polypro® Al-1160 roof tile adhesive with their tilt assemblies shall test in accordance u-ith PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roor the adhesive with their tilt assemblies shall test in tccoraance with PA. 101 and with section :0,4 as modified herein, 3 4. INSTALLATION 4.1 Polyprot i AI-1160 may be used with any roof tilt assembly having a current NOA that lists uplift resistance values with the use of Polypro® Al-t100. 4.2 Poolypro' Al-1160 shall be applied in compliance wills the Component Application section and the corrc pond :fib Placement Details noted herein The roof tilc assembly's adhesive attachtncnt with the use. of Polypro€ AN160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with ■iami -Dade County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof the assembly NOA 4 .3 Polypro® AI-1160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Produces, Inc. P0lypro0 Ai - 1160 Operating instr.tction and Maintenance Booklet, 4.4 Installation must be by a Factory "rained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfaam Products Inc, shall supply a list of approved applicators to the authority havinu Jurisdiction. 4.5 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 (0). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per the as determined ;.t calibration. No other settings shall be approved. 4.6 Polypro® A1.1160 shall be applied with i=oampro RTr 1000 or Prol'ack® 30 & 100 dispensing equipment only. 4.7 Polyprtae AI•I100 shall not be exposed perntancusly to sunk t r tnk ZJIoibo, 12,1ZC Product Control Examiner 4j ru y 78t 88S,LS0l; 01 V, C89E9S08 o9atria dd SS : 91 CO 02 20 iAdt1 I Vi• .LJ • ILIL 3 1 111 1':1 •1.1 .31 10 , 1 i Polyfoant Products, Inc. 4.3 Tiles must be adhered in freshly applied adhesive Tile must be set within 2 to 2 minutes after Polypro0 Al -I164 has been dispensed 4.9 Polyproe AI-1160 placervcrt and minimum patty \vcight stall be in accordance witFt the 'Placement Details' herein, I.' nit generic tile profile requires the specific placement noted herein. Table t: Adhesive Placement For !such Gencr;c Tile Profile Tilc1'rofilc 1 Plsccutcnt Single 1'nt.11ay �4'L;ylrt "1'wo 1'uJdy 1i'cigllt Detail JNilo. (grams) • per pea ly taiin• Flat. Profiles Low, 1Ii /h lr I 3$ i rnm� Hi uh Low, I (2 Pi 1 S ( e:c4 Barrel) l) 1 17isicle on cap and ht /A 3 __b N/A �. LABELING Plat, Low, MO Profiles _ u? FIAL, Low, Idigh Profiles All Polypro0 AH 160 containers shall comply wi :h tha Standard Conditions listed herein. .6. BUILDING PERMIT REQU11R1rMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system b0' d t'St'8SSLSOC 01 VLCC969SOC 4 r 111 11 .1_' 1 1 ,7 . 1 0 1. . ACCEPTANCE No, : 01 0571.02 1 i3 ("rank Luloaga, RAC Product Control Examinc :r lJ J113 0D']I 'd dd SS : 9I ;007 E0 ddu ,02'13.'P3 THU 17:10 MI ”.1 5 10,12 SO • d Polytonal Products, lnc. Ease Caw/ N.JI Ihroepn pletik 66466411 l'Mararsanl (l l c ovne 1464 cam. 644' Aeq 14 h11;r0 tDplol, 4 L, 60 4oa 644446146 11.181 1/1/001 plalllS c6Meel1 01411161nu,n 1d•1 \ /'�• ��, Jndr.lryro W 1 YUL) !•'V.tM YKU1)l: TS . 1, id(. . ACCEPTANCE No.: 01- 0521.02 At)ttESIVE PLACEMENT DETAIL, k SINGLE PATTY ' 10 In: ti Aemn• 410 Fd ^7°1 Of I! , u.. he,1h too ui4, Abu! IC ll(0n. count 11 Da,d :ol Ent too gm ono 04 0& loft 10K1 01:1 110 Ame la 401 en, f e.0 we ere loco's! ITC.n1 9ncle t.. ciau,. DdA edge � /Y .�� I RI P1sd R.5l:,s 1041 1 doWle a,1 l• Vito ldnrll.• 11IlfI d v u; h ;ro re•Fnnhl fl., :Inlure f Nnil op pll Ella :fpmnl U eerh n �\ n P2 n E1.e tame eelM 144p sdkeah/ spprcp I n uPlremrerpAalu + 1) Flit 10044 30nt1IVO Ia tnit"! 1710 A I aIl1Ip Innto ianlJ:'I rill In: Din 111 11 - W11 e00n13 0114110 loot. PJCO1Me 1f In 40 1 In, Fri/110413100 odpo 41 co..• W:. rho. 16.1411 41, ul.. UlloodJinIM k1 +e I:o+I Welehe§ V. p600 r16emsi 4441 411'm1 hel of P'ap p 1CFIlooNano N 444104 cIrtl4gl ra11k 2uloap, RRC Ilroduct Control E amincr IQ 008 v81788SLSOC 01 PL ES96S OC 0JIItlas ad 9S:91 CO 8a7 ti APR 02 2003 16:56 FR BRADCO nn j0.111103 rittroJd )111 '1:51:olo7 I‘rr:JA omeopowg WIPW tInq (Ii.:41740ehiwd ZO' 1 . o ti V.6 3 n 1 Itowboupvn jgj 31)Tild Ontil 110i 9 3056963374 TO 3057568484 P.06 -1-11-Vii 31 ON iS 11V.1313 1ti311'101"1 1 OUP1:•:$011 \ MugOoPM i6own 713tid V.L'nomi fieN Celt O il 1 wmArimuel wawa, Irmele 06n mil per "t1( 'SP t1POJa 1.1.11I0j.k.I0d .wr uvrI.TvInJ 7..f.nY tut 1 VVa Ot!IT lut LQ•d Po1yfo3n1 Products inc. ADIIE$1VE PLACE... MEN')' DETAIL 3 DOUBLE PATTY Hall Through p1»Uc cation( i:. _* Sinop paduy • �. III. under Ills I c] Sinn's) paddy on 2 In. 4 In. Oder. Iayment / Slagle way on lop of the S,f;gla pidds under life v�/ > �• : In, a 1 In, Single pads) on nynlonl :ingl: paddy on top of tile lave 44I 4*1‘ 140 2& Z I n 1 In. million the paddy taec court° only Fascia Single paddy banger' Ilse Eare Cle,ut 1 iq,17 in. medium ilea paddy 0A v eoer;o Daly Hall Ih(cugn pla:Uc u:mcnl 1 n, Single paday on underlaymenl Single parlay on lop or UIe J fire Course 7 titre cmrse ACCEPTANCE No. : 0101 -O 02 Drink Luloaea, It RC Pruducf Control l'x:trnilt�r Single paddy undo( Ills Smbtn paddy celweer Illy: 2 In. t 7 In. mealum the paddy nJee Cowie only Fascia wereno:e , tlaVe cloeueo Orlp edge P8t 880LSD6 01 t'LCC9655OC opaua$ dd LS : 9I 0002 20 'cld i * *, 80' 30dd "11:1101 ** p 9. This Notice of Acceptance consists of pages ! through S. END O1'THIS ACCEI'TANCC 80'd in8P88S1S08 01 t'2'i=89669SEl8 L ! , L o . • Polvf ae><> >ploduets. Inc. ACCEPTANCE IYo.: 01 0521,02 Rcncwal of this Accept met: (approval) shall be considcird alter c rauctv;ll application has beer filed and die Original submitted doctll'.1C u , ir.cluding ;c stlhtlornng data, c11 documents, are np older than cibh: (S) years, ? Any and all approved procuets shall 'O: p,:rn :uiently lab;lee +%tilt the 111:1ntrl cturt:r's (1:1111..:, city, stag, and the folloving st :,tcmen:: ''tNlianu- Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3 ltcnt:tvali of Acceptance will not be considered if: a, There has been a change in the South Florida Ouildu,g Code afteetine, the evaluation of this product and the product is not In compliance ',t "th the code eitlslgt,, b The proil.ICt is no longer the sant4 product (identical) as the one originally approved. c. If the Accept nncc holder has not complier! ■vith all the requirements or this acct:mulct:, including the correct installation of the Product. d. The ensinccr who originally prcpa-cd, signed and scaled the reutured documentation Initially submitted, is no longer practicing the cnsinccring piol'cssion 4. Any revision or change :n the materials, use, antL'or m.inuiacturc of t product or process shall automatically be Cause for termination of this Acceptance, unless prior written approval has bccn r;qucsrcd (through the filing of a revision application with appropriat,: fee) and granted by this office, 3, Any of the following, shall also be grounds for removal of this Acecritanee: a. Unsatisfactory performance or this product or process. b Misuse. of this Acceptance as an endorsement of any product. for sales, ZJvcrtisit,g cr any other purposes G The Notice of Acceptance number preceded by the %words tiliami -Dade County, Florida, and Col:otted by the t:xln at may be d splavcd in advcrtisuns literature. If any Potion of t Nolucc or Acceptance I; displayed, then it shall bc dole in Its entirety. 7 A copy of this Acceptance as'veil as ;lpprovt:d drltrings and other documents, where it apl,lics, shall be provided to the user by the manufacturer or its distributors and shill bc available for inspection at the job sit_ at all time, The engineer iced I nt reseal the copies, a, Failure to comply with. any section of t,lis Acceptance shall be cause For termination and removal of Acccpt:tt,ce, i r :Ltk Zulo;ga, RILC Product Control Examiner tu s+ ODaleil dd 1S:9I 801' 20 ddb MIA M PDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. 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 :hall 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 e 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insu :cations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only (Table 3) Density /ft =P) ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA :EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum'" thick N/A N/A Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc Minimum 3/4" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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) NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 10 of 21 GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3 "'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 PlyTm 6 GAFGLAS #75 Base Sheet or any of above Anchor 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 #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #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 Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) 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 Anchor sheets attached to deck with Drill -Tec (GAFTITE) #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 —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: See Fastening above. 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 11 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note; 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nai]ers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this ►:n '.ation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a qua] ity assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Flor'.da Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 TGFU.R1306 - RooQng Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Online Certifi TGFU.R1306 Roofiing Systems Questions? Roofing Systems Page 1 of 36 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane in6i1L-nion adhesive. ASPHALT FELT SYST EMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply u ") in the Class A, B or C roof systems indicated below. http : / /database.ul.com /cgi- bin/XYV /template /I,ISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 TGFU - Roofing Systems 4 it M The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE'" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Page 2 of 36 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in http : / /database.ul.com /cgi- bin /XYV /template /L.ISEX /1 FRAME /showpage.html ?name =TG... 10/23/02 TGFU.1 1306 - Roofii)g Systems #c r any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Class A Page 3 of 36 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type (11 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type Gl. "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper., nailed to deck. Base Sheet: -- One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). ' Ply Sheet: — One or more layers Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G - 3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: -- One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: = One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C - 15/32 Incline: 2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name=TG... 10/23/02 NOTIOE.OF COMMENCEMENT. , PERMIT NO. TAX Uo NO. 1 — 32_05 STATE OF FLORIDA: COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and street address: / /C/ 7 4 /E 97 2. Description of Improvement: V o 11.Q - - r[ 4 g a I ry PO"f 3. Owner(s) name and address: ri PLC 1 / 7 I / - 4fl Interest In property: 1 L-tA, Name and address of fee simple titleholder. 4. Contractor's name and address: r;iatOce. R 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 7 13.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the allowing person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and addream 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording r(nless a different date Is specified) Marlaaaa et owner Print Owners Name /14 ?1, / D 1,30 1 A» 40' I , S p l Swofn to and subscribed before me this day of Cr 103. Notary Public G � G/ Print Notary's Name A'` ray, Q d f `�:.:; Commission Hart Eagres 2„ mission # DD 014 872 Ah7 Qni#ug 6•. 1/. /I,,. _•Jl_ /I ��ir 1 Prepared by: died441± STATE OF FLORIDA, COUNTY F DADE r NEREBY C FY that this rs a tru , oy of the anal de.�hriil on - , AID 20 1'Vi rives , dl S 531. " ! .. \RVEY CLLR / vv Circuit and Ct uniy' Cuu,ts .3y . 41r�1a !I!r/ D.C. 111111111111111111111111111111111111111111111 CFN 2003R0838520 OR Bk 2180E Ps 2666; ( RECORDED 11/10/2003 13:18:36 HARVEY RUVIN► CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE 33 /.j . Address: NN �¢ _� GZ bL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/5/2003 Applicant: GAYLE Owner: PUMO JOB ADDRESS: 1147 NE 97 Contractor OBENOUR ROOFING Contractor's Address: 9301 NE 6 AVE SUITE A -101 Local Phone: 305 - 757 -2612 Parcel # 1132050170040 Legal Description: REV PL MIAMI SHORES SEC 8 Fees: FEE2003 -6953 FEE2003 -6954 FEE2003 -6955 FEE2003 -6956 FEE2003 -6957 Description Building Fee CCF Scanning Fee Technology Fee Tr PHI iratir n Faa Total Fees: building Permit Permit Number: BP2003 -1750 PUMO GAYLE ST Amount $325.00 $11.40 $3.00 $8.13 $351.33 Permit Status: APPROVED Permit Expiration: 5/3/2004 Construction Value: $18,500.00 Work: TEAR OFF TILE AND FLAT ROOF Signed: (INSPECTOR) Signed: (Contractor or Builder) BY: Page 1 of 1 PB 43 -51 LOT 4 BLK 180 LOT Total Fees: $351. zzer'S Total Receipts: $D.00 7*- 2 L C W 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 responisibility for all work done by either myself, my agent, servants or employes. ;UILDING :LECTRICAL 'LUMBING :OOFING )wner of wilding architect :ontractor r Builder .egal )ascription address of wilding Lot ❑ PERMIT N? 3373 MIAMI SHORES VILLAGE, FLORIDA ❑ Work to be performed under this Permit- B1. Subdi- vision Value of Project $ DATE 195 Contractor's License No. Amount of Permit $ This permit is yiuuted to the contractor or builder named above to construct the building or to install the equipment or device described in the application erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by fie proper municipal authorities. This Permit may be revoked at any me if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. Signed. BY INSPECTOR 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 ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- _pting this permit 1 assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY u Owner's Name and Address60 Registered Architect and /or Engineer Name and address of licensed contactor Location and legal description of lot to be built on Lot Block Street and Number where work is to be State work to be done and purpose of buil STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No.._ _ Disapproved (Sizzled) APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed state,iunt or toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must bc kept at building during progress of the work. New Building Remodel� To be constructed of 9iridoElfoundation y Estimate Total cost of improvements $ 1.[.. ®A G r6� I hereby submit all the pl,wes and specifications for said buildi be sent to./, /16216. ..0 its.1/. .- 6 Building Inspector NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fce of $1.00 will be charged materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date.. _..L! _�.. _ 7 JAI . : ..__ _ No,d/�''.2. a street_ r _ Date / Sjrbddiiivision,, Amount of Permit Zone cubage required _Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor PLANNING BOARD and for no other purpose. ri No. ofStories dition The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \\'orkmen's Compensation Act, being Section 5966, Compiled General Laws , orida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all ntractors •r sub. ntractors employed by him in the work to bc performed under this permit; and will post or cause to be posted for i sped' • on t e site o the work such uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such su ntracto on performer under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fleets therein by him stated are true.. Date. Chainnan \Icrrrber Member .. .. _....._..._.�...._....._ Council Approved Date Rep ' 7i 1 notinwith ef rence to th building and its uction may DATE Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida MyCommission Expires _...._ _ »......._. _ . __.. _: Member Membcr _ Member __.._....._ _.._..... Disapproved Date making corrections or changes to this application after approval has kern obtained from when such re- inspection is made necessary by improper notice for inspection at faulty