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RF-09-654 Shores Village Miami S •::::::::: :::• : : : : : ::::::::::::::::.�:::. .r b F .. 10050 N.E. 2nd Avenue s t 3 owx .fit .>�...... Miami ml Sh ores FL 33138-0000 •�� '��' > >:.. '>: >..;:: '< :: �::"''''` ��> ��»»»:>::::>:>::> �:::>::>:>:::> �::>::>::>": ��::>:: : ><::<<::::: >: >= :: >: >: >: >: >:: >: .5� .. . Phone: k (305)795-2204 • \ .Kn {p r f F Exp iration: t QO Project Address Parcel Number Applicant ., ......... ... ,.... ...,..... ........ .......... ..,,... ......, ........ , .. _. ,.. .,, ........ ........ ........... •:, i 229 100 Street 1132060134660 >: : Miami Shores, FL Block: Lot: THOMAS PINKSTON &W & RUP Owner Information Address Phone Cell THOMAS PINKSTON &W & RUTH BASDE 228 NE 100 ST MIAMI SHORES FL 33138 -2418 :�fSSS•:•: ........::tiff: ..... ....... :��. ii:'} iii?.✓ E.$`' i.' � .•:: °: ?:gy..................... ... ... ' si:.`.SiR....`i ::fin. .......................... . Contractor(s) Phone Cell Phone ?• QUALITY ROOFING CONTRACTORS 1 305 - 751 -0382 Valuation: $ 18,0 00.0Q .............. - .............. ............................................ .................................. :.i Total Sq Feet: $000 Type of Work: Re Roof Available Inspections: Additional Info: COLOR THRU AND FLAT ROOF Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $10.80 RF-4- 09-34593 $ 353.52 $ 50.00 Education Surcharge $3 Permit Fee - New Roof $325,00 RF-4 -09-34593 $ 353.52 $ 353.52 $ 0.00 Scanning Fee $6.00 Check #: 25429 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $8,12 Total: $353.52 - In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information' is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 05, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 05, 2009 1 rPERMIT i . ... _ Miami Shores Village ROOF ASSEMBLIES AND ROOFTOP STRUCTURES APPROVED BY DATE ZONING DEPT p �� Florida Building code Edition 2 B LDG DEPT �' WR 2 1 2009 High - Velocity Hurricane Zone Uniform Permit appllcatlan SUEWECT TO COMPLIANCE WITH ALL FEDERAL Section A (General Informati STATE AND COUNTY RULES AND REGULATIONS Yo ®oV Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc- Job Address 22 N.E. 100 Street ROOF CATEGORY Xk Low Slope ❑ Mechanically Fastened Tile XX] Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShingleWShakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof X® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMA"nON Low Slope Roof Area (SF) 8 0 0 s g f ,� Steep Sloped R oof Area (SF) 2 2 0 0 s g f t. Total (SF) 3 0 0 0 s g f t. 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. a see as* 0 6 E •• •�'. • • 15.32 • • • ; • • • ; FLORIDA BUILDING CODE — BUILDING SECTION 84402.13 ffIGH VELOCITY HUMC ZONES — REOUIRED OWNERS NOTIFICATION F OR ROOFING CONSIDERIkTIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing pemtit, and to explain to the owner the content of the section. The provisions of Section 84402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agmment•between the owner ant the contractor. The owner's initial in the designated space indicites•that the item has been explained. 1 , Aesthetes-Workmanship: the workmanship provisions of Section R4402 are for a purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to worship 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 o er and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck tray have to be renailed in accordance with the eurserit provisions of Section R4403. (The roof de4 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.(1.e., townhouses, condotniniums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units roofing to be performed 4. Exposeii Ceiling: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;. therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to Pond (accumulate) in'low lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system . s removed.. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may bloek this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to i overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7, Ventilatiion: Most roof structures should have some ability to vent natural ed •.... :ai;fw V ugh the interior of the structure assembly (the building itself). The existing •. .; so a1 0 0 Pf 'c ventilation shall not be reduced. It may be beneficial to consider additional . ... • • • • • • •veto ' lifch can result in extending the service life of the roof. :' • :: rl etit�A ipature Date Contractor Signature: Ante Or •rpfili�bd•. HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone uniform Permit Application Forth Section C (Low Slone Apolication) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and Identify Manufacture Attachment (If a component Is not used, Identify as ( "NA") System Manufacture CertainTeed COTU X tiOfleld_a7oc @ Lap, s Rows @ _ate " oc NOA No. 08- 0227.07 Perimeter 5 " oc @ Lap, s Rows 4 5 oc Design Wind Pressures, From RAS 128 or Corner 5 "oc @ Lap, # Rows @ 5 oc Calculations: Number of Fasteners Per Insulation Pmax1: 49.2P . fp max3: —9 2 4.3 Ord Max. Design Pressure, From the Specific NOA Field N/A Perimeter _A& Comer N A System -52.5 Illustrate Components Noted and Deck: Type: Wood 1 X b Details as Applicable: . Gauge/Thickness: Woodblodking, Gutter, Edge Termination, Stops .5 Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Anchor/Base Sheet & No of Ply(s) N/A Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, N/A Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener /) Insulation Base Layer. N/A Spacing, or Submit Manufacture Details that �;/ Base Insulation Size and Thickness: N/A Comply With RAS 111 and Chapter 16. Q� )�te Base Insulation Fastener/Bonding Material: d' 0 +' y f lLc, �+ N/A . W Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Parapet Base Sheet(s) & No. of Ply(s): (1 ) GlaSBaSe Height Base Sheet Fastener/Bonding Material: 1 1/4" R/S Nails v WT Ply Sheet(s) & No. of Ply(s): (2) Flintalas Ply sheet Mean Ply Sheet Fastener/Bonding Material: Roof d Type III upping asphalt Heig Top Ply: (1) Flintcrlas Mineral Cap I t Y �C., .. ... . Top My Fesliener+Bonding material: a ' . II upping asphalt r • • • • • f rfading • IQ A• . . . . . . . . . . . . . . . . .. . . . .. . • • • • 0:* FLORIDA BUILDING CODE — RESIDENTIAL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- VaImtV Hurricane Zone Uniform Permit A"Ilcation Form. on D (Steep Slooed Roof Svst M Roof System Manufacturer : Hanson Roof Tile Notice of Acceptance Number: 07- Minimum lt'�oDns:�gn Wind Pressures, If Applicable (From RAS 127 or 1 -1: -45 P2• -95.1 P3• -95.1 Maximum Design Pressure (From the Product Approval Specific System): A-61 Roof Svstem Descries Deck Type: Wood 1 x 6 \� Type Underlayment: j { 1) 301b ASTM D =226 Roof Slope: -- 3- - : 12 Insulation: r N/A Fire Barrier: N/A � Ridge Ventilation? I Fastener Type & Spacing: 1 1/4 R / S Na i 1 s Q , o r� R, @ ,g laps 12 o/c Adhesive Type: 111 moppi zg asps t. Type Cap Sheet: � 6 901b. ASTM. � Mean Roof Height: 113' _ Roof Covering: I p Double Roll Tilel Type & Size Drip ( 3 X 3 26 ga. ..... .. .. Edge: • • • galvanized ...... . 0:0 FLORIDA BUILDING CODE -- BUILDING HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Applicatlon Form Section E (Tile Calculations) For moment based the systems, chose either Method 1 Or 2. Compared the values for M, with the values from NL. If the M, values are greater than or equal to the M. values, for each area of the roof, then the tie attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' (P,: d_ r',_ H _ 21 Product Approval M- 86 _ 61 (P2.— x Ms ..6_Z0_ =M. - AR Product Approval M, _$(a W (P9: ' '�" x `' ` g)- M �=M„ Product Approval * -86-0 a Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, Mr Required Moment of Resistance* Mean Root HetgM -)s 16 . 2W 2g 30' 40' Roof Slope 1 gs 7 423 2:12 34.4 ae B 3&2 312 32.2 34.4 38.0 37.4 39.8 4:12 30.4 322 33 8 38.1 37 3 8:12 28.4 30.1 31.6 328 4 6:12 26.4 28.0 29.4 3" 7:12 24.4 1 26.9 27.1 21L2 30A *Must be used In conjuction with a list of moment based tie systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F r values, for each area of the roof, then the the attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: X 1: cos 9. =Fn•_ Product Approval F' (Ps: x 1: = x w� _� - w: ____ cos 9: =F Product Approval F' (Ps: x 1: = x w: = w: ____ cos Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Heloft H Job Site Roof SloM a Job Site c Multi liar 1 Product Approval Restoring Moment due to drayg M9 mom AttadtmeM Reaistarroa Mr Product R Moment Resistance Mr Calculated Minimum Attachment Resistance F ProduG U Resistance R Calculated A e Tae W� W Product .oval Tae Dimensions hLength Product Approval WTVidth All Calculations must be submitted to the Building Official at the time of permit application •• ••• •• • • • •• •• • • • • ••• • • • • • • •• • • • • e•• • • • • ••• • • FLORIDA BUILDING CODE — RESIDENTIAL • • • • • • • • • • • •• •• • • • •• •• MIAMI MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGLLR BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION NUAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW M4' Ave Deerfield Beach, FI.33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA') to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall ' not be valid after the expiration date stag blow. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the I3igh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson- Palema Double Roll Roof Tile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 6 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. w • • DIPE QN'. A coPt of this entire NOA shall be provided to the user by the manufacturer or its • • , diatribild II a$d available for inspection at the job site at the request of the Building Official. w . . • w • . . .. ... .. . .... This NOA renews NOA No. 02-0916.11 and consists of pages 1 through 7. The submitted docVmnentition was reviewed by Jorge L. Acebo. .. w•.... • • • • NOA No.: 07.1120.11 .. . . . ... . . • e • Espiratlon Date: IM6112 . w ••• ••• Approval Date: 12113/07 Page 1 of 7 0 age . .. .. . . . .. .. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This .renews a roofing system using Hanson Palema Double Roll Roof Tile, as manufactured by Hanson Roof Tile in.Ocak4 Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product A »nlicant Dimensions Specifications ' tion Hanson Palema Length: 16V2" Low profile, interlocking, extruded concrete Double Roll Tile Width: 13" TAS 112 roof tile equipped with two nail holes. For V2" thick direct deck or battened nail -on, mortar or adhesive set applications. Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each file profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Tat Product Product Dimensions Specifications Descrinton Manufacturer Vertical Wood. Battens Min. i "x 4" Wood Preservers Salt pressure treated Generic Horizontal •Institute LP — 2 or decay resistant (With current NOA) Min. 1 "x 4" for use lumber battens with vertical battens, or Min. 1 "x T for use alone TAS114 Corrosion resistant Tile Nails Min. 10dx 3" Appendix E screw or smooth Generic shank nails ". 0Wrka }rjnt;N j 0A) • • • •• • • • •• ••• •• • • ••• ••• • •• i i i • �i � l�¢ �11�2{I�il'.1� • • i a o •. •E�Iration Ate *12J142; • • • Approval Date : 12/1316 Page 2 of 7 • • • • • • • • • • • • ••• • • • ••• Test Product Product Dimensions Descrintion Manufacturer #8x 2 W' long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, Generic 0.131" shank dia. Appendix E galvanized, coarse (With current NOA) 0.175" screw thread thread wood screws dia. Clips Corrosion resistant Hurricane Clip & Min. W' width TAS 114 clips with corrosion Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. 8d x 1 /a" 2.2 EvmENCE SUSM rr M Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -03 PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated. Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 224 -47099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94-MB PA 101 March, 1994 Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #NW 76 25- 7183 -1 PA 102 Feb. 1995 25- 718372 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 • • Wargime�riflg �In • Calculations Aerodynamic Multiplier March 1999 •• ••• •• • • • •• IBA Consultants, Inc. 2381 -251 TAS 112 09/20/07 • • • • • • NOA No.: 07. 1128.11 • • • • • • • • • • • • • } • • • Exphv&n Date: 12W12 Approval Date: 12/13/87 Page 3 of 7 ... . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3. MUTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 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 `Palema' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120. 4.2 Data For Attachment Calculations Table 1: Aer amic Multipliers - ft Tile I (ft) I (ft Profile Batten Application Direct Deck Application Hanson Palema T11e 0.267 0.289 Table 2: ring Moments due to Gravi ty - Art ft -lb The 3 ":12" 4 " :12" 5 ":12" s ":12" 7 ":12" or Profile greater Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Palema Tile Deck Deck Deck Deck Deck 5.92 6.80 5.82 16.69 5.70 6.55 5.56 6.39 5.41 6.72 6 •• • • • • • ••• •• •• • • • •• ••• •• • • ••• ••• • •• ea o • Wpiratlod PW.O. 12J16V • • • Approval Date: 12/ AV7 Page 4 of 7 • • • • • • • or • • ••• • • • ••• Table 3: Attachment Resistance Expressed as a Moment - M (ft Ibf) For Nail -On stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15!32" (Min. 1%d2" plywood) plywood) Hanson 2 -10d Ring Shank 27.8 37.4 28.8 Palema Tile Nails 1 -10d Smooth or 8.8 11.8 4.1 Screw Shank Nail 2 -10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25:8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Cli 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Five Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Feld Cli 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails ( Eave Cli 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4 11 file headap and fasteners are located a min. of 2Ye° from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft Ibf) For Two Patty Adhesive Set Systems 711e Tile Application Minimum Attachment Profile Resistance Hanson Palema Tile Adhesive 26.1 6 2 See manufactures cbmponentapproval for installation requirements. 3 Flexible Products Company 711eBond Average weight per patty 11 A grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 00 0 . .. . . .. ... . . . . . • NOA No.: 07- 1120.11 • . A. %Ik . • Exptration Date: 1=6/12 Approval Date: 12/13/07 ... ... Page 5 of 7 • • . • • • • •• •• • • • •• •• Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -lb!) For Single Ratty Adhesive Set Syltems Tile Tile Application Minimum Attachment Profile Resistance Hanson Palema Tile PoWoarn Pol ProTm 86.61 Polyf Pol ProTm 45. 4 Large paddy placement of 54grams of Poi Prom. 5 Medium paddy placement of 24gmme of Polyftrm. Table 40: Attachment Resistance Expressed as a Moment M, (ft Ibf) For Mortar Set stems Tile The Attachment Profile Application Resistance Hanson Palema Tile Mortar Set 20.60 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami Dade County Product Control Approved ". PIONEER HANSON P ALEMA DOUBLE ROLL ROOF TILE TILE IDErffmcATION N m (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • 4 •• • • • • • ••• •• • ••• • • • • •• • •O • • • •• ••• •• • • ••• ••• • •• • • • • • • y fin �s • ya J k OA �� S1 1 • • G K • • • Ep71-i7fiofi0vA # . 12/1WV g • • Approval Date: 12n3/07 Page 6 of 7 . • • • . PR OFILE D RAwiNGs HANsoN P ALEMA DOUBLE RO LL ROOF TILE FASTENER HOLES OVERLOOK UNDERLOCK END OF THIS ACCEPTANCE 00 0 000 00 ....... . .. .. • • • • • • • • i i .• s e i i NOA Na: 07- 112(!.11 • 0 • i Expiration Date: 12116/12 BLEM Approval Date: IW3107 �•� ��• Page 7of7 . . . . • • . . . . . .. •• . • • .. .. ... . . . ... . . MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. '- 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein., and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AHI60 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01= 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. .. ... . . . . . • • . ......... . ♦ • NOA No.: 06-0201.02 • • ¢• • • Expiration Date: 05/10/11 • • Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Pry Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foarnpro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Poiypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM•D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks d Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufact&1n:va 1dvnt ::'' •'. . . .. . . . .. ... .. J1 A Nb 06- #201.01: .: *A7rdddn Vaje:.05 /10/11 • Approval Due. 0+4/13/06• • Page 2 of 7 EVIDENCE SUBMITTED: Test Aency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01116/95 Testy Engineering 7050:02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer-to the Prepared Roof Tile Assembly for fire rating. 2. Polyprot AH160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1 � ... ..... MS • • �, • • • NOA No.: 06-0201.02 • • • • • • • Expiration Date: 05 /10/11 • + Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproO AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tie assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof file adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolyproO AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamprog dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed.. 9. PolyprolD AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic file profile requires the specific placement noted herein. Table is Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (gr ams) (grams Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 4 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properfy fvjug qt�e •' •' installation of this system. • ......... • • • • • • .. ... .. .LEA r%- 06- }7A1.(* AL $zjirgtian j)s*e;.45 /10/1j • Approval hate: 94 /13/06 • Page 4 of 7 . ....... • ..•. • • Z • • . • . .. .. O • • .• .. • • s ••• • • • ••• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY i�through plasoseemeM �7{Beoeah'(Be) f9eo ouough p�stic e�eat gndmlayment � �ptTae1 i 10 hr. lot' .... Ea�c ° z . F a Emcam F c=sq EmmmQ*. Eewetlosura Emmet !a4 DdPedp EaB through Pias�cartreat � 9lP�eanoughao>�fi'etore17to23 �� unb paw sq m kWh" In contsddllbapawtte ;tTumsnps� �P U2U. Tat bw.Fromoutskia Then bmlepo�etile. a loin 2 EaweCours� ./s a ° Eawecbmse wee aa= prox 4ba up Fascia ofd cauDOWN& Alsdtosecrosleomseof past Eue masawend� pandc Eavaehrema ao}fBe (MWW n} bde Fae� 6 •• ••• • • • • • •• •• ••• •• • • • •• . . a . NQA 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 thtocgh plate cement Faddp (8enea1hTlb) Nagthr�h pwNc cement ►U4 °�"� U�erhymeat • r Im a EaeaCoM •� • ° Fa F bch t�eephote EMCoM Emcbm EmCbsn Doe* Nab Onwh pbsttc cement p l@NOM TEej Underbyme� r e 71n ° ° Em Clmn Eaee cease Fascia e •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• •o• •• Attproval plate: M13/06 • • Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nan through plastic cement par Nail through ply Bement Single paddy urdW tle ``"`�, (lmtween tite} Undeftment Stile paddy between the ° rtile} 2kx7htim d= sb paddy am muse only r � 3 N h S under tb 4 VIn.X3In. 3!m 4In. Single paddy on 21n. 4 in. Single 2 . under- lemon taymenf under - ° layment s ingle per+ on top of the Fad Weephale on top of We in x 7 in rn�oa Eaw deuce sb paddy oft % Faso muse only Ddp wp Nall through plastic cement sinclop under tile PAY between tle ° ft lin.x31n. 41n. Single paddy on W**Mnt 2 n. 0 Single paddy fteclmm an top of tile 2In. x 7In. alum &*cow F paddy em course only 6 . :.�:: : END OF THIS ACCEPTANCE ......... . •• ... .. . . . .. • � � � � � � Goo � NOA No.: 06- 0201.02 . . . • • • • • • Expiration Date: 05/10/11 • • Approval Date: 04/13106 Page 7 of 7 O r . . . . . . . . . . M IA M N • NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (13CCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 'MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE ff0A CertmtnTeed Corporation (PA) 1404 Union Meefing Road, P.O. Bog 1100 Blue BeD, PA 19422 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 blow. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If thin product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Bunt-Up -Roof Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. Il�S��'ECt1lTT: A copy of this entire NOA shall be provided to the user by the manufacturer or its • ddstfi &DV*s ant shad bg available for inspection at the job site at the request of the Building Official. 000 00 This NOA renews NOA No. 03- 0827.05 and consists of pages 1 ugh 21. • • • Th0 suit tW: ocutnentaf'wn was reviewed by Jorge L. Acebo. •• • • • • ••• • • i • • • • • • • • • • • • • NOA No.: 08- 0227.07 • • . • • • • �� m►a ca • Bxpiration Date: 06119113 Approval Date: 05/15/ • • • • • • • Page 1 of 21 . • . . . • . • . • ..• . . • .•. . . ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub- Cateaory: Built-Up Roofing ma t — wind; Fiberglass DMeck Type: Wood Maximum Design Prussture -6{} psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product roduct Dimensions Specification DDeMiiDdOn All Weather/Empire Base 36" x 72, Roll ASTM D 2626 Asphalt coated, organic base sheet. Sheet weight: 86 lbs. UL Type 15 (2 squares) FlintglasO Mineral 36" X 36-, Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Weight 78 lbs. inorganic glass fiber surfaced with . (l'square) mineral granules used as the top ply in conven ional built-up roof membranes. Flintglas® Ply Sheet Type 36" x 180; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. IV or VI weight: 40/55 lbs. Type IV or VI (5 squares) UL Type GI Flex- I-Glas or Flex- I-Glas 36"x 108; Roll ASTM D 5147 SBS Modified, fiberglass reinforced base FR Base Sheet _ weight: 90 lbs. sheet. (3 squares) GlasBaseTM Base Sheet 36" x 10V, Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight 69 lbs. UL Type G2 (3 squares) No. •15 Perforated Felt 36"x 144; Roll ASTM D 226 Organic asphalt saturated felt. weight: 90 lbs. (4 square) YosemiteS Mineral 36" x 36; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. 6 •• • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • •' : NOA•?Ia.:• 4840227 • • • WMIAMMADECOUNTYM Expiration Date: 06/19/13 Approval Date: 05/15/08 ' :' : Rage 2 of 2% • APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FiintBoard ISO Polyisocyanurate foam insulation CertainTeed PYROX Polyisocyanurate foam insulation Apache Products Co. ACFoam ll Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck Water resistant gypsum board G -P Gypsum Corp. ENR.GY-1, ENRGY 2, Plus, Polyisocyanurate foam insulation Johns Manville UltraGard Gold, PSI -25 FiberGlass Roof Insulation Glass fiber/Mineral fiber insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville ISORoc Polyisocyanurate foam 1 rockwool Johns Manville composite insulation Paroc Cap Board Rockwool insulation Partek, Inc. Multi -Max, FA Polyisocyanurate foam insulation. RMax, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufaetnrer Number Name Description Dimensions (With Current NOA) 1. #12 & #14 Dekfast Insulation fastener Construction Fasteners, Inc. Fastener 2. Dekfast Hex Plate Galvalume AZ50 steel plate 2'!x" x 3 %" Construction Fasteners, Inc. 6 3. •Dekfe st Lock Plate Polypropylene plate 3"x3 YP Construction Fasteners, Inc. .. 4. #12 & #14 Roofgrip Insulation fastener for wood ITW Buildex Corp. .. 2 * and steel. . ...••• S. ;kkwft'�eicsHe t�Ctra Insulation fastener for wood PI"W Buildex Corp. •• ••• • • • • • fasteners and steel .. • 6. .. NOW Platy Galvalume stress plate. 3" round ITW Buildex Corp. 3" square .. .. • • 0 • NOA N o.: 88- 0229.07 Expiration Date: 06/19/13 .. Approval Date: 05/15/08 . . . ... Page 3 of 21 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 7.' Gearlok Plastic Plate Polypropylene rbund plate 3.2" ITW Buildex Corp. 8. UltraFast Insulation fastener for wood Johns Manville and steel. 9. UltraFast ASAP Pre-assembled Insulation Johns Manville fastener and plate 10. UlfraFast Metal Plate Galvalume AZ55 steel plate 3" square & Johns Manville 3" round 11. UltraFast Plastic Plate High Density Polyolefin 3" round Johns Manville round plate 12. # Olympic Fastener #12 & Insulation fastener Olympic Mfg. Group, Inc. 13. Olympic Standard Galvalume AZ50 steel plate 3" round Olympic Mfg. Group, Inc. 14. Insul Fixx Fastener Insulation fastener for steel SFS Stadler, Inc. and wood decks 15. Insul Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Inc. 16. Tru -Fast Fasteners Insulation fastener for wood The Tru Fast Corp. and steel decks 17. Tru -Fast MP -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 18. Tru -Fast Plates Galvalume AZ55 steel plate 3" round The Tru Fast Corp. 19. Tru -Fast Plates Polyethylene plastic plate 3" round The Tru Fast Corp. EVIDENCE SUBMITTED: Test Auencvlidentifer Name & ate Factory Mutual Research Corp. Fastening Requirements FMRC 1996 01/01/96. FMRC 4470 LL #3Y8A1.AM 03!23/96 Exterior Research & Design, Inc. TAS 114 3513.08.02 08/15/02 TAS 117 3515.07.03 07/22/03 • • • • • • • • • • • • N0ATjd.:'*022Tr • • a Expiration Date: 06/19/13 Approval Date: 05/15/08 . ... . p 4 o$ 21:9 Deck Type 1: Wood, Non - Insulated Deck Description: "/32 or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20- 351bs.tsq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbsJsq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectivel in a flood coat Of approved asphalt at 60 IbJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 galJsq. Sta Kool non - fibered aluminum coating or fibered APOC No. 212. Maximum Design press=.. -52.5 psf. (See General Limitation #7) 0 00 S o o ' 4 • • : :: NOA No.: 08 -W7.07 • Expiration Date: Ob1i9 /13 Approval Date: OS/15M ... . . . . .... Page 19 of 21 WOOD DECK SYSTEM LEWTATiONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL ■ .il VH ATIONS: I. 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 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer I All standard, panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8 ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 ps& 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F5 value of 275 lbf., as tested in compliance with Testing Application Standard TA.S 105. If the fastener value, as field- tested, we below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachmeM 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 Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements, of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 win not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, andlor flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and comas). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General rUdatt<on to Of b6•. applicable.) • • • . ......... . END OF THIS ACCEPTANCE '" :: •`` :`` :.. •.. `• Ik4iration dais 0611095 Approval Date; 05/15108 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY g ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGM Continued Roofing Systems (TGFM Continued dth "' A R6863 Ply Sheets: Two to three layers of Type G1 "Plintglae ply sheet of 1006 BEAVER GRADE RD, MOON TOWNSHIP PA 161 G-2 "Glasbase" base sheet. 4 b.. OTHER SYSTEMS Sudacin� Gravel or slag. I or Class A 7. Deck C -15/32 Incline: 3 Building units used in this system are composed of foam care covered on Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified ¢ :..Both sides with a 26 gauge minimum coated i steel skin, designated retarder. Ply ' MIRSA PANEL VP1.75, VP2.50, VP 00 or INTEGRITY R400, 8250, Insulation (Optima). One or more layers or combination c Dry ; : R225 or 175. following: Polyisocyanwate, perlite, glass fiber or wood fiber 1. Deck — . Incline: No limitation rith Installation: Mechanical) fastened to metal rafters Y Membrane: Three or four layers of Type GI "Flintglas" ply else Class's Surfacing: Gravel or slag. Burma units used in this system are composed of foam core covered cat 8. Deck C -1 5/32 ( or 1 MY T>Dth sides with a 26 gauge minimum coated galvanized steel slam R Optional): Type G2 "Glasbase" UL Classified VERSAPANEL VP1 .75, VP2.25, S , VP4.00 or R400, ply F M, R225,175 or 125. Insulation (Optional): One or more layers or combination r cry V Deck — Incline: No limitation PoI ' orate, hie, fiber or wood fhbex ` halation: Mechanically fastened to metal rafters. � O perlite, y „ y Type G2 Glasbase base sheet. Yith >G CAINTI3ED CORP Rv656 Ply Sheets: Two layers Type G1 "Flintglas" ply sheet. 790 E SWEDESFORD RD PO BOX 84 VALLEY FORGE PA L40 9. Sheet: One layer Type G3 "Flint ��p s 2eeL NC '3 lt(itreral Wool Felt, is a suita ble alternate for T�rpe 15 asphalt _ felt in the Class A, B or C roof constructions indicated below. Insulation (Optional): One or more layers or combination G1 Flintglas Ply Sheet or Fhntglas Premium Ply Sheet are .suitable following: Johns Manville "ENRGY 2", polyisocyanurate, perlibe, nth ` altarnates for Ty pe 15 organic felt; T�G2 t;tasbase Base Sheet is a suitable fiber or wood fiber any thickness. Aamate for Ty 15 and Type 3D sheets; Type G3 Flintglas Mineral Base Sheet: Two layers Type G2 "Glasbase" base sheet or T!y Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex I -Glee, "Fluitglas'Ply Sheet". .Premium Flex I-Glas or FlexI -Glas FR Base Sheet is a suitable alternate for the Surfacing: Type G3 'Thntglas Mineral Surfaced". M glass base and the Type 15 All-Weather/Empire base sheet. 10. Deck C- 15/16* Incline: 1/2 Unless otherwise indicated, base sheets are fasters or spot *All Joints blocked. in place, pky and cap sheets are hot �l Place. Insulation (Optional): One or mom layers polyisocyanurabe, 2 it nth Diamond base limited to nandnabushble decks and combos- wood fibe>,1 in. min, perlite, 3/4 in min, glass fiber, 15/16 in. m tible decks plies T�G1 may be utilized in place. of one ply G2 Base Sheet: Two layers Type G2 Glasbase base sheet or 7�Y• US insulation followed by 1/2 in covet board may u in any of the S 7 G3 Tlintglas Mineral Surfaced =" may be used in any of the dla� rani ombustible deck ° U. Deck C -15/32 Incline: 3 y rod systems and, where indicated, in combustible deck systems. Insulatahon (Optional): Any thickness, one or more layers or cor "Toachi APP" may be utilized in any of the following systems that contain lions (optional of "Hy -Therm AP", "Hp- -Therm TAPERED", "Hy-' €? "Flnrtlastic STA". ^ CObII'aSTPE ", "CeID- Theron" "HY Tec (7snergy- LOk) 'TRI iin. "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all wood fiber or glass fiber, mechanically fastened or hot mopped. Classifica ta pe asphalt organic felt, or "Glassbase Base 5 DILL n t0 G2 base sheets includes °Channel Vent GB. ". nailed or hot ??SntBoard Ise ,'FlintBoard Iso Cold; "7?lintBoard Iso-T° or "FiintBoard 1so Plu Pl Sheets: three lies 15 t P s", may be used wherever nsulation is Y p � perforated asps organ cry ASPHALT FELT SY�� i OT ROOFING ' Type VI Premium Ply Sheet", „ Flintglas Type IV Ply f bot Claes A Surfacing: Gravel or slag. L Deck NC Incline 3 12 Deck NC Incline: 2 )D", Base Sheet: Type G2 Glasbase. 'or pl Sheet Type Gi Flintglas ar Type G2 Glasbase Insulation (Optional): Any thickness, one or more layers or cot tions (optional) of `HyTherm AP 'Hy4herm TAPERED', 'Hy Surfacing: Gravel or. slag. COMPOSITB , "Celo- Therm ", - HYTec (Energy- LOIG ", wood fi JR- 2 Deck: C- 15/16* Incline: 1/2 g lass ,nay or hot mopped . *� b Base Shy � G2 "Glassbase Base Sheet", Type G1 ' Base Sh Two layers Type G2 "Glasbare" base sheet or Type G-1 VI Premium Sheer or ` ' 332 "Flintglas Ply Sheer. Y 'Flu Type IV Ply Sheet'. Surfacing: Type G3 "Flintglas Mineral Surfaced ", Ply Sheet: Min one ply 'Pepe e G1 , "Flititglas Type VI Premiu Sheet' or "Flhniglas Type IV Ply Sheet", hot mopped. ;RS <,. k ' 3 Deck NC Inciin 3 Snrfadn G3 sheet, "Flintglas Mineral Surfaced Ca Base Sheet: Two layers Type 15 All Weather /Empire. p Surfacing: Gravel or slag. mo pped. US 4 Deck NC Incline: 3 Class B 'I ` 3RS Insulation: Polyisocyanurafe, mechanically fastened or hot mopped, 1. Deck C -15/32 Incline: 1 /2 any Base Sheet: Two layers Type 15 "All Weather /Empire" Bess Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt Surfacing: Type G3 "Flintglas N1meral. Surfaced". 10 %% -,Pf& 2. Deck C-15/32 Incline: 3/4 • • • • • vapor Retarder (Optionau.. Type G2 "Glasbase" or UL Classified Grai 1/4 5 . � G : • i • Incline: 3 retarder. :. , . • P 1 in min, mechanically fastened or hot Insulation (Optional). One or more layers or combination Ply • o • �y o ta following: Polyisocyanurate, perlite, glass fiber or wood fiber NY „ : Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- Base Sheet: One layer Type G2 "Glasbase” base sheet '• • • S��no thi h ,t taofing asphalt - Cayp Sh eets: o� laayerr Type 63 g�la�s cap sh eeL nay '' ; • 6 0 • • • • • Incline: 3 3. Deck NC Incline: l i � �Optio : � kpe G2 "Glasbase" or UL Classified vapor �y ted. ption Isocyanurate, wood fiben glass fiber, 2 m I to Insulation (Optional): One ar more layers or combination of the Base Sheet: One or more plies Type GZ, hot mopped or mechai following: Pol�isoc}+anurate, perlite, glass fiber or wood fiber, any Fastened 4 • .� • • Ply Sheet: One or more plies Type G1, "Ply IV" or "Ply VI set Tape j2. Gsbase" base sheet mopped or may fastened. 6 • • • • 000 • • LOOK FOR THE UL MARK ON PRODUCT NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 2009RO278554 OR Bk 26831 711; (fps) PERMIT NO. t� 0+6 Ps 2 �4--YAX FOLIO NO. 11-3206-013-4660 RECORDED 04/16/2009 15:01:32 HARVEY RUVIWy CLERK OF COURT MIAMI-DADE COURTYP FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI-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 NA is provided in this Notice of Commencement. 1. Legal description of property and streetladdress: 2 2 9 N. E. 10 0 S treet Miami Shores, Florida 33138 2. Description of improvement: Rgroof to a new Tile Ropf Plat Cap Sbep-t zonf, 3. Owner(s) name and address: Thomas Pinkston 229 N.E. 100 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: NIA 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5.* Surety: (Payment bond required by owner from contractor, if any) Name and address: NZA Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:- NIA 8. In addition to himself, Owners designates the•following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different pecified) Signature of caner Print Owner's Na by Carlos Arogho Sworn to and subscribed before me this 13 day of 20 0 9 . 'o oWl Will Quality Roofing Cont. 'gBYL Address: NW 1st Avenue Notary Public % 0- 01 c Miami, Fl-33168 Print Notary's Name �R My commission expires: kml 11 301-39 8/04 PAGE 3 ST ATE OF T'1 OF DADE I HEREBY Of ft sf I V D 2 WE 6t. ue Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 112057 Permit Number: RF -4 -09 -654 Scheduled Inspection Date: July 08, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: , Work Classification: Tile /Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 113206013466 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments re -roof to a new tile roof (double roll concrete white color thru) flat mineral cap shhet roof Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. I . d ., n7 ,nno For Inspections please call: (305)762 -4949 13--- A ..F 4a FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLOWDA INTERNATIONAL EWAA1 INS & �5Tj � G >� Miami Dade Lab Cen acation # 07- 0612.11- State of Florida CA # 27273 tBNA'�T�Si•�1TRAREt� SITE S PECIFIC INFORMATION N2 1214 Job Address: 2 °q 619 1AWS 1.11 "L 1L - Z Owner's Name: 0 V,,L/& r� Contractor: Permit # "1 ' install Date: 4 -26- e Type of Tile: &L&/ Approx. Height 1 Floor. Type of Access: Scaffolds: Ladder: �` Slope: f Z Test date: App. Sq.Ft ly Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X,Shimno Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS. F = FAIL ulft pas rot Tat POW Tftt Vow u- _ Test (f' or : ° Loc�ttea�' hest CP � � ; Tit (P l 1�7 "Tit tP or F} `...l tlai - 1 D 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 1 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 1 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH ME CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Rery Submi#ed By: Vmayagar M: Balalaishnan V, P X. State of Florida Lie # 63107 s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-1 120551 Permit Number: RF- 4- 09-654 Scheduled Inspection Date: June 26, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tile In Progress Owner: , Work Classification: Tile /Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments re -roof to a new tile roof (double roll concrete white color thru) flat mineral cap shhet roof Inspector Comments Passed 4---a Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ,,,,, For Inspections please call: (305)762 -4949 0 ,..e , „F 4 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 ................................... .. . ....... — ---------- - __------------- ................. ................. ............................ . ...................................................... . . . ....... ....................................... ----------- . . . . . .. ..... .. I ........... . . ... ................ . . .... .. . ....... ... ..... . . . ........... . ... .. . . . . .. . .. ..... ... .... .. . ... I ..... . ........... I ........... .. ......... .. . . ........... ....... ..... ... . . ....................... .... ....... .... I .......... . . .............. I . .. . 4W I I I I .... I ................. .... 11 .. 11 .. ........... .. .. . . M ......... .......... ... 11 1 ........................................1 11 1 ........... .... 11 ......... I .. 11 ...... ..... ..... ... . . . . . .. ........ Scheduled Inspection Date: May 07, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Renailing Affidavit Owner: I Work Classification: Tile/Flat Job Address: 229 NE 100* Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-751-0382 Building Department Comments Inspector Comments Passed Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 06, 2009 Page 8 of 25 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL •6 1 Phone: (306)796-2204 Fax: (305)756-8972 ........................ . ..... — ----- - - ------ . ..... ....................................... . . ...... ....... — - ---------------- - -------- - ----- - ------ — — - — - — - ------------- ........ . ......... . . ..... . ........................... . ......... - NO Scheduled Inspection Date: May 07, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Cap Sheet Owner: I Work Classification: Tile/Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-761-0382 Building Department Comments Inspector* Comments Passed S ' Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 06, 2009 Page 10 of 25 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (305)766-8972 . . .". !1 .. . .... .... ................. .................................. ........... . ........................ . . . . .. ......... ....... .... . ...... . .... ................. .......... .. ................ .............. ............ ... ... . .. ......... ........ .......... . r. Scheduled Inspection Date: May 07, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: 1 9 Work Classification: Tile/Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305-751-0382 Building Department Comments Infraction Passed Comments TIN CAP SPACEING True m P" P I i Inspector Comments Passed �F Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 06, 2009 Page 9 of 25 Miami Shores ill ale p MOT97M W. Building Department artment APR 212009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY ...... Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. " PERMIT APPLICATION Master Permit No. FBC 2.0 Permit Type (circle): Building oofin Owner's Name (Fee Simple Titleholder) Thomas Pinkston Phone # ( 305) 757 -209: Owner's Address 229 ` N . E . 1 00 Street City Miami Shores State F1 Zi 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 229 N . E : 100 Street City Miami Shores Village County Miami -Dade Zip 33133 FOLIO / PARCEL # 11- 3206 -013 -4660 Is Building Historically Designated YES NO 'X Flood Zone Contractor's Company Name 4u� -ility Roofing Contractor Phone# (.305) 953 -3333 Contractor's Address 13300 1.1. W. 1st Avenue City Miami State F1 Zip 33168 Qualifier Name CArlos Arocho Phone# (78i) 367 - 2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 Contact Phone t4a"yiou Arocho E -mail maryharocho @yahoo.c13m Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 , 0 0 0 . 0 0 Square/ Linear Footage Of Work:2 2 0 0'-3 f - t . Tile 800sgft. P lat Type of Work: OAddition DAlteration ®New Repair/Replace El Demolition Describe Work Reroof to a new Tile roof-' (Doub' e Roll Concrete White Co _orthru . Fla:`_ Mineral Cap Sheet Roof. DU CA A p� p n Fee.a �y �Shlbfial1 i V Permit Fee $ CCF $ 1V' / COLS _�F Notary $ Training/Education Fee $ Technology Fee $� t Scanning $ - � Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ W3.5z- See Reverse side Bonding Company's Name (if applicable) m Bonding Company's Address City _ State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address ---A 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 b approved and a reinspection fee will be charged. Signatur Signature wrier or Agent Contractor The foregoing instrument was acknowledged before me this 13 The foregoing instrument was acknowledged before me this C-? day ofAVIj 20 01, by Ao 0 As LrL day of � 20 7 , by who is p ersonally known io me or who has produced who is perguta 4 �� me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC. o` ® Ntattoet00 0 NOTARY PUBLIC: yplbold J Sign: 5ign: __ le�� iiOJ tj® v m e r7q � ®� Print: ~ � �� C? a= Print: a�� ® O� YCp` (/ oCt My Commission Expires: ' °! My Commission Expires: �; o ee � o ;� � ++ ` tt1 �3 k� * ®fie° ® 1 �� '* o a r 7r G7 d� 4 " @l4 � cP + a�2 c° ra �•". * e ° , APPLICATION APPROVED BY '7`�� Plans Examiner Zoning Engineer Clerk checked • -r (Revised 07/10/07) 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305.795.2204; Fax 305.756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 4/3/09 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name Thomas Pinkston Property Address 229 N.E. 100 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: I Thomas Pi nkGton certify that I am not required to retrofit the roof to wall connections of my building because: M The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the pr sions of 1994 edition of the South Florida Building Code (1994 SFBC) ignature Print Name 6 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. �yV � ° ° ®e.es®• ®o ®'7 ®fB Sworn to and subscribed before me this day of �� O ° Z °a® ,02'2® Sll Notary Public, Sate of Florida at Large °� ' When the just valuation of the structure for purpose of ad valorem taxation is equal to or more 300,000.00, and th cted with ®i OF FLOC FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor the Roof to Wall connectior��f igation. Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI•DADE Property Information Map X S mary Details: >< z Folio No.: 11- 3206 - 013 -4660 I Property: 29 NE 100 ST w Mailing THOMAS PINKSTON A ddress: 't 229 NE 100 ST MIAMI ,+ SHORES FL 181ST SY 3138 -2418 i Property Information: Primary Zone: 1000 SINGLE FAMILY M RESIDENCE , CLUC: 001 RESIDENTIAL- SINGLE FAMILY s Beds /Baths: /2 ' + Floors: 1 Living Units: 1 NE 100TH 87� . �; �� dj Sq Footage 2,366 Lot Size: 8,625 SQ FT Y ear Built: 1950 MIAMI SHORES SEC 1 Legal MD PB 10 -70 LOT 15 & Description: 1/2 LOT 16 BILK 34 *_4 . � ° ,� LOT SIZE 75.000 X 115 � � f I; ski R 18072 -2037 0398 1 Sale Information: Sale O /R: 18072 -2037 Sale Date: 3/1998 4 Sale Amount: 1$152,500 Assessment Information: Y ear: 2008 2007 Digital Orthophotography - 2007 0 112 ft Land Value: $278,798 293,509 This map was created on 4/2/2009 5:00:24 PM for reference purposes only. Buildin Value: $245,730 245,730 Market Value: $524,528 539,239 Web Site © 2002 Miami -Dade County. All rights reserved. Assessed Value: $181,074 175,800 Exemption Information: ear: 2008 2007 Homestead: $25,000 $25,000 nd Homestead: YES NO idow: $500 $500 Taxable Value Information: " ear: 2008 2007 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,500/ $25,500/ $130,574 $150,300 C ounty: $50,500/ $25,500/ $130,574 $150,300 City: $50,500/ $25,500/ $130,574 $150,300 School Board: $25,500/ $25,500/ $155,574 $150,300 http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miarnidade.gov... 4/2/2009 Inspection Worksheet a Miami Shores Village „ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP'- 113679 Permit Number: RF -4 -09 -654 Scheduled Inspection Date: May 11, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: , Work Classification: Tile /Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments Infraction Passed Comments TIN CAP SPACEING False 0 Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ti - �h Inspection Worksheet Miami Shores Village vv 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)705 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 113680 PermotNumber: RF - 41 - 094 Scheduled Inspection Date: May 11, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner , Work Classification: Tile /Flat Job Address: 229 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134660 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments Inspector Comments Passed L D ® � Failed � `A-T Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid.