Loading...
RF-10-227 1 h Miami Shores Village �T 10050 N.E. 2nd Avenue WIN Miami Shores, FL 33138 -0000 ' Phone: (305)795 -2204 m 3 zz ��a�e 0, ",. "� GE►aivf` �rvIz 3���� Expiration: 081 2212010 Project Address Parcel Number Applicant 898 91 Terrace 1132060050310 Miami Shores, FL 33138 Block: Lot: SANDRA PALLO Owner Information Address Phone Cell SANDRA PALLO 898 NE 91 TERR MIAMI FL 33138 -3218 Contractor(s) Phone Cell Phone Valuation: $ 3,300.00 ANCH ROOFING COMPANY - -- ..._..__._., Total Sq Feet: 270 Type of Work: Re Roof For inspections please call: Additional Info: ROOFING (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $2,40 Education Surcharge $0.80 RF - - - 37049 $265.40 $265.40 $0.00 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $265.40 Building Department Copy February 25, 2010 2 Miami Shores Village �- v F 1 6 2010 Building Department 10050 NE.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 1 -` PERMIT APPLICATION Master Permit No. f FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing � Owner's Name (Fee Simple Titleholder) S p}N &A ?A - LUO /, rn ' ` e 49o # Owner's Address O N City KA K S l ko m,_S State -F Zip 331 3 Tenant/Lessee Name _ N r� Phone # 3 q s • 1 15 7 4 ;�o Job Address (where the work is being done) S t S 'V C e_- 31 City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # J1 1, 0 to - O O Is Building Historically Designated YES NO Contractor's Company Name A wArA9& RoV6 / ���� G- �. Phone # 3o s . t0 • Contractor's Address L 'o sa F., 2, 3. city ,�,/.k� .' ►,/� State d--'' Zip 33 01! a Qualifier Name .S (�,t, Phone it _' 1 - 7 o7 State Certificate or Registration No. Qertificate of Competency No. Architect/Engineer's Name (if applicable) U I A Phone # Value of Work For this Permit $ 3 1 3oo 0 Square /Linear Footage Of Work: X77 0. QAlteration ❑New Repair/Repiace , ❑ Demolition '7° X40. L, .2A 'd Oubmittal Fee $ 5 0. Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $, Technology Fee $ Scanning $ 9 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 11 Structural Review. $ Total Fee Now Due $RI A0 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) N !, — Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be pejrformed 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 CONDTTIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. � IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Si Signature Owner or Agent Contractor The foregoing instrument was acknowledged b efore me this / -Of The foregoing instrument was acknowledged before me this / y day of A�, 20 � by Al"40 / 40.4e day of ��'a . , 20 10 , by '�A i m e.aa �1 L.� x who is personally known t o me or who has produced who is personally know to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY MEW: NQTARY PUBLIC: c Sign: Sign: .� MARA L COATS Print: WQ0MMffiM#n0ZM Print.�.•�`� "'•. BtLEtt s M Commission E gyres: SS: S9pteraber 22, 2Qt 1 e • state of t y xp +yau�e My Commission Ex M '' +wa► 2a.a I NtABSn. APPLICATION APPROVED BY: ,� %% (� v Plans Examiner _- Engineer Zoning (Revised 02/08/06) I Feb 12 10 02:28p 3057577420 p.1 y • "� �. �l�t� ,S�'�ced'?l�e �+ '�ej6a�rx�ce�at �, � 10050 ICE 2°d Ave * Miami Shores, R 33138 g I • ••r,. °••• Phone 305 - 795 - 2204; Fax305.75&4W2 ' FE 16 2010 I�r y OWNERS'S AFFIDAVIT OF EXEMP7 ON B 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: S A-Pj 6mA Property Address: &J!j 4 71 E. t4kt S 4 ©FIrcc FF7t --_.. Roofing Permit Number. Dear Building Official: I Michael W. Beck - Owner dertify that I am not required to retrofit the roof to wall connections of my building because: 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. 13 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) zowzt�e i �O' Michael W. Beck Signature Print Name State of Florida County of Dade• above - i n d r The I > being the first duly swom, deposes and says that helshe is the owne Aftr for the above property mentioned. j JJW&,, Sworn to and subscribed before me this �Vf day of Notary Public, Sate of Florida at Large When the just valuatlon of then sbUcture for purpose of ad valorem Taxation is equal to or more than $300,400.00, and the building vas not aonshuded with FSC nor a 1994 SFBC. Then you roust provide a bnildno application from a General Contractor for the Roof to Wall conneodon Hurricane MiNgalfon. BARBARA L COA78 ` a •= W COMMISSION # DD 7 493 . '� ' wo 13ontledThru t r Property Information Report bUp://& imss2. mi= Wade. gov/ mybmc*opteirt priMasp?folio=-11320... My Horne MIAMI` E� . d1D fl s � • r �' Property Intomation Report Summaq Details: F oDD No.: 11- 3206- 005 -0310 Property: 898 NE 91 TER Maft Address: SANDRA L PALLO MICHAEL W BECK 898 NE 91 TERR MIAMI FL 33138-3218 Property IMormation: Primary Zone: 0900 SINGLE FAMILY RESIDENCE CLUC: 0002 MULTIFAMILY DUPLEX Beds/Baths: 313 Floors: 1 Living Units: 2 Adj Sq Footage: 2,112 Lot Size. 10,500 SO FT Year Built: 1939 Legal mar GOLDEN GATE PARK ADDN PB 6-130 LOT 1 E25FT OF LOT 2 BLK 3 LOT SIZE 75.000 X 140 OR 13100-3525 1186 1 OR 13100- 3525118 W Assessment Intornmtion: Year: 21 Land VWw. $184,748 $229,460 Building Value: $171,789 $208,047 Market Value: $356 $437,507 Assessed VWw. $192,190 $216,831 Exemption Information: Year: 2M 2= Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Vale lnfom 0m: Year: 2009 2= Taxktg Ate: Applied Emnptkm/ AWW Ewnption/ Taxable Value: Tamble Vakm: Regional: $50,0001$142,190 $50,0001$166,831 County. $50,000/$142,190 $50,0001$166,831 City: $50,000/$142,190 $50,0001$166,831 School Board: $25,000/$167,190 $25,0001$191,831 Sale Information: Sale Date: 11/1986 Sale Amours; $82,500 Sale 0/R: 13100 -3525 Sates Qualification Descriptir: Sales whk:h are quay w View Additional Sales [Close windowl [Click here to Print] This report was created on 2/15/2010 8:32:21 AM for reference purposes only. Web Site ® 2002 Miami -Dade County. All rights reserved. 1 Of 1 2/15/2010 8:32 AM JAN -26 -2010 10:44A'FROM:ANCHOR ROOFING 305- 691 -2405 70:3057577420 1 330- - ANCHOR ROOFING COMPANY 1083 EAST 23 St. Hialeah, FL 33013 Phone 305/691 -7707 Fax 305/691-2405 Contract Proposal Sandy Pallo April 7, 2009 898 NE 41 Terrace 305- 757 -7420 Miami Shores, FL 33138 Job: same Re-roofing as follows: rea,}�,flat roof: • Tear off old roof down to the wood deck and haul away debris. • Install one rosin paper and one GAF Glass Base Sheet. • Install galvanized drip edge.. • Mop one GAF Ruberoid 20 with hot asphalt. • Mop one GAF Ruberoid 170FR Cap Sheet with hot asphalt. • Flash the walls with GAF Ruberoid 170FR, counter- flashing and cant strip. • Obtain all permits, and inspections. Clean job -site of roofing debris. Price: 53,300.00 S year company leak guarantee Notes: 1. Price includes SO -fed S/F or UP of rotted wood replacement (ducking only). Additional woodwork or replacement of rotted wood will be charged at 840 per mwAour plus materials. Excluded: Painting of any kind, any work not mentioned above. Terms: 10% deposit with contract, 40 upon start, and balance upon completion. Na All ratted wood to be replaced on a dace and material basis or as noted in contract. Additional concealocl rooft will need to be removed and hauled away. this additional work if necesmy will be an extra to the oonbaet prim It is agreed that the owner wilt pay additional assts to perform this work Duce precaution will be taken when working around roof gutters; however we will not be responsible: for say darntlla to the gutters. It is nwancended that they be rernaved prior to tie -roof work cmnmencemem . This proposal when aecepw shall constitute the entire agreerno t the pmtics hereto. We will use precaution during hrole wd weather when reraoflM however. we shall not be held responsible for any interior damage to building, including plow. Runishings and personal belongings during progress of work. We WWI not be responsible for any damages or delays due to strikes, rim, accidents, or car trouser beyond or control, nor for inherent defects in the premises or soudurc in which work is to be prefomed on Duo precaution will be taken but contractor mast be allowed acam to buildings and oil! not be responsible for any damp to lawns. IwWscaph% sitowatks. sprinkler systems, water Uses septic tanks or Jim, screon enclosutes. pools and patio docks. Pleme be advised that in the am where you have open bow ceilings there will be ligtrt debris and dust sitting through the sheathing bonds. Failure to wtlty us ofopo n beam ceilings could result in nails imet sting sheathing boards is which we will not bo responsibto for. Please take promotion in these areal to cover aWcarpat, or furnishing that you do not want io get soiled, as we coma be responsible for any damages Any loge objects should be taken down as vibrations futon work could cam dunwe. This agreeuuent conslitutes the entire understanding of the patties mud no other understanding shall be binding unless in writing signed by both parties. Any unpaid balance mall bear interest at 18' /o anim and all cost Incurred in collection inclu ft attarnWs tires and court cost shall be paid by tiro Contractea. This quotation is subject to revbsloi if nun accepted In 7 days. When this proposal is as opted please sign mad return one copy. which will be our order to proceed with the work. AD invoices are due upon receipt. Acceptedl3y JLAA Al"_ AnchorltoofingCompany �� • Owncr or Authorised Agent .A CCC 1326710 a ' 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES � FEB 16 2010 " - -- -- -- Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Appllcatiorr Form. $p�rf 16n ,A TPpnpral information) Master Permit No. Process No. Contractor's Name QrK)Gx O IZ 20 t7 &= t d C,. Co Job Address R i g N i 4 71 ROOF CA=GOPX Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ? ❑ Recovering ❑ Repair ❑ Malntenancq, ROOF SYSTEM I NFORMATION Low Slope Roof Area (SF) )-. 7O Steep Sloped Roof Area (SF) Total (SF) x,70 tt SeCtlnn Ft (Roof Planl 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. C � � ► ?� f X 3 t��.t £-7"� 3 J l i a mi w, � IV1 hoi es Ville ge DATE ZONING DEPT u 4// V r BLDG DEPT P=DEFL ' S ILDING.- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application A orm. Section C (Low Slope Application) Surfacing: � Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as "NA ") � Field: " o @Lap, # Rows @ �" 0 System Manufacturer: Perimeter: oc @ Lap, # Rows.. @ —4—" oc Product Approval No.: 0 Q1 .0 . Corner: ,�," or. @Lap, #Rows , @YO or. Design Wind Pressures, From RAS 128 or Calculations: + Number of Fasteners Per Insulation Board: A Pmax1: • ( Pmax2: P Pmaxl • Field Perimeter Corner Max. Design Pressure, from the specific Product Approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type Woo e PLAM K j= � Continuous Cleat, Cant Strip, Base Flashing, Counter - 1 Flashing, Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base l " Flashing, Component Material, Material Thickness, Fastener • Slope: 0 0 i Type, Fastener Spacing or Subbmit Anchor/Bass Sheet & No..of Ply(s) 7S COLA S C 1 ) �" a 'a Anchor/Ba a Sheet Fastener/B yng Material: p, �`' LL Ty R S i, A I Ut s- t R T+AJ CA PS IN cAc+r t� St Insulation Base Layer. N I�- > p g a Vt Base Insulation Size and Thickness: '�� }yl IJ� Z� "tLNw Base Insulation FastenerBonding Material: n C4 ; H 7 gt ��' DGtr � � Parapet Top Insulation Layer. NIA Ariz Top Insulation Size and Thickness: Top Insulation Fastener/Bofidlitg Material; W ©ob b'E- Mean Base Sheets) & No. of Ply(s): t7 Height Base Sheet Fastener/Bonding Material: "Ply Sheol(s) & No. of Ply(s): RV 9SR0 ib .Z0 # .� 1 J PIy,ShS t Fastener ondin Material: � �{ S A L My f- Top Ply: Ruas --AtN 170 EK Top Ply Fasten r/B di ng Material• FLORIDA BUILDING CODE — BUILDING - M IA M IOADE MIAMI DARE COUNTY, FLORIDA - METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCC0 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1663 M 375 -2901 FAX (305) 375 -2905 NOTICE OF ACCEPTANCE A GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicabla rules and regulations governing the use of construction materials. The documentation submitted has b wn reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be us A in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exp' 'on date stated below. The Miami -Dade County Product er Control Division (In Miami Dade County) d/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or m 'al tested for quality assurance purposes. If this product or material fails to perform in the accepted , the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, m ' , or suspend the use of such product or material within their jurisdiction. BORA reserves the right tc revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this 1 roduct or material fails to meet the requirements of the• applicable building code. This product is approved as described 1hernem, d has been de signed to comply with the Florida Building Code and the High Velocity' Hurricane he Florida Building Code. DESCRIPTION: GAF RUBEROIDd Bitumen Roof System for Woad Decks. LABELING: Each unit shall bear a t label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade Coup 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 negatively affecting the performance of this product. TkItMINATION of this NOA will occur aft w the expiration date or if there has been a revision or change in the materials, use, and/or manufach re of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advarti ing or any other purposes shall automatically terminate this NOA. Failure to comply with any section Df this NOA shall be cause for ternimation and removal of NOA. ADVERTISEMENT: The NOA number p vceded by the words Miami -Dade County, Florida, and followed by the expiration date may be disp yed 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 sl all be provided to the user by the manufacturer or its distributors and shall be available for inspecti n at the job site at the request of the Building Official. This NOA revises NOA No. 03- 0501.02 and nsists of pages I through. 30. The submitted documentation was reviewed Jorge L. Acebo. NOA No.: 07- 1203.01 Expiration Date: 11/003 t l p Approval Date: 03106M Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Cattor: SBS /APP, M dified Bitumen Deck Woad Maximum Desim Pressure -75 psf Fire Classification: See General Ximitation #1 TRADE NAMES OF PRODUCTS MAN NACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions L Spgcification Description Leak Busterlm MatrixTTM 5,55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing. Primer GAF Mineral Shield 60 lb. Bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules 1001b. bags cold process cement or emulsion. GAF Mineral Shieid(W Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fbered Asphalt Emulsion Leak Buster MatrixTM 1, 5 gallons ASTM D 2824 Fbered aluminum coating. 303 Premium Fbered Aluminum Roof Coating LeaUusterTM MatrixTM 322 55 gallons Elastomeric roof coating, Eiastomeric Roof Coating LeakBusterTM MatrixTM 306 55 gallons Asphalt emulsion fibered. LeakBusterTM MatrixTU 204 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Wet/Dry Roof Cement ASTM D 3409 stabilizer and fibers. Permits adhesion to ASTM D-4586 wet and dry surfaces. ASTM D -3409 GAFGLAS #75 39.37" (1 meter) ASTM D 4601 Type H Asphalt impregnated and coated Base Sheet Wide glass mat base sheet. GAFGLAS # ULTIMATM 393r (1 meter) ASTM D4601 Type ii Asphalt impregnated and coated, Base Sheet Wide fiberglass base sheet GAFGLAS! Flex PlYm 6 3937" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt Wide with asphalt coating. GAFGLAe Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS` Mineral 39.37" (1 meter) STM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. - NOA No.: 07- 1203.01 e Expiration Date: 11/06/13 Approval Date: 03/06108 APP . ROVED I Page 2 of 30 Test Product Pr Dimensions Specification Description GAFGLAS EnerVCap 39.37" (i meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced Cap Sheet Wide surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTm. GAFGLAe 39.37" (i meter) ASTM D3672 Fiberglass base sheet coated on loth sides STRATAVENT' Wide ASTM D 4897 with asphalt. Surfaced on the bottom side EliminatorTM Perforated with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS Flashing various Asphalt coaxed glass fiber mat flashing sheet available in three sizes. GAFGLAS 39.37" (i meter) ASTM D3672 Fiberglass base sheet coated on both sides STRATAVEN * Wide ASTM D 4897 with asphalt. Surfaced on the bottom side EliminatorTm Perforated with mineral granules embedded in Nailable asphaltic RUBEROII7 SBS 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyester max coated with Heat WeldTm Smooth wide polymer - modified asphalt and smooth surfaced. RUBEROO SBS 1 meter (39.3r) ASTM D -6164 Non -Woven Polyester mat coated with Heat WeldTm Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37") ASTM D -6164 Non -Woven Polyester mat coated with Hit- WeldTM 170 FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS 1 meter (39.37) ASTM D -6164 Non -Woven Polyester mat coated with Heat We1dTm PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROID ° � SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat Weld"m PLUS FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID Modified 39.37' (i meter) ASTM D460i, Premium glass fiber reinforced SBS - Base Sheet Wide Type 11, UL Type modified base sheet 02 BUR RUBEROO SBS 1 meter (393T') ASTM D -6164 Non -Woven Polyester mat coated with Heat WeldTm 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Mop Granule 39.37 (1 meter) ASTM D 6222 Non -woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROe MOP Smooth i sq. roll ASTM D 6298 Non-woven polyester mat coated with 87 lbs. ASTM D 5147 polymer - modified asphalt and smooth surfaced. RUBEROV MOP PLUS 39.37" (i meter) ASTM D 6164 Non-woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. NOA No.: 07- 1203.01 Expiration Date: 11106!13 1 e 999 Appmval Date: 03/06108 Page 3 of 30 Test Product Praduc DimInsions Specification Descrintion RUBER01d MOP 170FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire Wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 3937" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire Wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROV TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Smooth Wide ASTM D 5147 modified bitumen membrane, smooth surface. RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Granule Wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID TORCH 3937" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS Wide ASTM D 5147 modified bitumen membrane, granule surface RUBEROIDP TORCH FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID ® 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 20 .39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce Wide ASTM D 5147 with a glass fiber mat. RUBEROID 30 39.37" (1 meter) ASTM D 6163 Non woven fiberglass mat coated with - Wide ASTM D 5147 polymer modified asphalt acid surfaced with mineral granules. RUBEROID FR 39.37" (1 meter) ASTM D 6298 Non woven fiberglass mat coated with fire Wide ASTM D 5147 fit, polymer modified asphalt and surfaced with mineral granules. RUBEROID' 39.37" (1 meter) ASTM D 6163 Woven fiberglass mat coated with ULTRACLAD SBS Wide ASTM D 5147 Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. RUBEROMP Dual FR 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Vent Stacks TAS 100(A) One -way valve vent used to relieve built- (metal and plastic) ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. Leak BusterTM MatrixTM 302 5 gallons ASTM D2824, Non - fibered. Aluminum pigmented, Non F1'bered Aluminum Type I asphalt roof coating Roof Coating GAF Built- UpRoofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt Asphalt bulk Types I, II, III and IV NOA No.: 07- 1203.01 hi DE uNTY Expiration Date: 11/0013 Approval Date: 03/000$ Page 4 of 30 Test Product Product Dimensiio_ns becification Descriution RUBEROP — MOD Asphalt 60 lb. kegs SEBS modified asphalt Asphalt L & Asphalt P TOPCOAT Surface Seal 5 gallons Surface coating for smooth surfaced and SB (Matrix 602 SR Coating) mineral surfaced roofs. LEAK BUSTERTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 MB Coating Label mineral surfaced roofs. EnergyCoteTM Coating 2,5 gallons ASTM D-2196 Highly reflective elastomeric coating ASTM D -1475 ASTM E -1644 ASTM C -1549 ASTM E-408 Leak BusterTU MatrixTu 715 5 gallons Surface coating for smooth surfaced and MB Coating Label mineral surfaced roofs. VersaShiele 350 sq. ft roll ASIM D 226 Non - Asphaltic Fiberglass -Based 4869 Type I, H Underlayment VersaShiele FB -1S 350 sq. ft roll ASIM D 226 Non - Asphaltic Fiberglass -Based 4869 Type I, H Underlayment VersaShieie FB -2S 350 sq. ft roll ASTM -D 226 Non - Asphaltic Fiberglass -Based 4869 Type I, lI Underlayment TOPCOAT FireShiele 5, 55 gallons ASTM D -412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D1475 ASTM E -1644 Leak BusterTM MatrixTm 5 gallons Surface coating for smooth surfaced and 103 WeatherCoteTM mineral surfaced roofs. Elastomeric Flashing Grade LeakBusterTU MatrixTM 201 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Premium SBS Flashing Adhesive – Flashing Grade. Leak BusterTM MatdxTu 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Label Adhesive. Leak BuswTM MatrixTu 202 5 gallons ASTM D4586 Cold Applied Modified SBBS Asphalt SBS Flashing Cement Label Adhesive – Flashing Grade. Leak BusterTm MatrixTu 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Label Leak BuswTM MatdxTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive Label LeakBusterTM MatdxTM 303 5 gallons ASTM D 2824 Fbered aluminum coating. Premium Fibered Aluminum NOA No.: 87 -1M.01 Epiratlon Date: 11106113 �Cnr Approval Date: t4M*M Page 5 of 30 Test Product Product Dimensions Specification Dcription LeakBusterTM MatrixTm 304 5 gallons ASTM D2824, Non- Fbered. Aluminum pigmented, Non- Fibered Aluminum Type I asphalt roof coating. Roof APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Fiberboard FiIx rboard insulation GAF Materials Corp. EnergyGuardTM Permalite Perl teinsulation board GAF Materials Corp. EnergyGuardTM Strip Cut rlite board GAF Materials Corp. EnergyGuardTM Recover Board Per recover board GAF Materials Corp. EnergyGuardrm Tapered Edge Strip Ta perlite board GAF Materials Corp. EnergyGuaxxtrm PolyIso Po socyanurate foam insulation GAF Materials Corp. EnergyGuardTu RA, RN Po socyanurate foam insulation GAF Materials Corp. EnergyGuadm Composite, RA Po anurate /wood fiberboard or GAF Materials Corp. perl composite EneWGuardTM High Density Hi density wood fiberboard GAF Materials Corp. Fiberboard insu "on. EPS Exti ided polystyrene insulation Generic Wood Fiber W fiber insulation board Generic High Density Wood Fiberboard W fiber insulation board Generic Perlite/Urethane Composite Fer e / urethane composite board Generic insu 'on Perlite Insulation Perl insulation board Generic DensDeck W r resistant gypsum board G -P Gypsum Corp. DensDeck Prime w resistant gypsum board G -P Gypsum Corp. DensDeck DuraGuardTM Wat resistant gypsum board G -P Gypsum Corp Structodek W fiber insulation board Knight Celotex SecurockTm Fibe reinforced roof board USG Corporation NOA No.: 07- 1203.01 Expiration Date: 11/06113 a a faun Approval Date: 03M"S Page 6 of 30 .APPRoVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name ription Dimensions (With Current NOA) 1. Drill TecTM #12 Standard, instil n fastener and Various GAF Materials Corp. #14 and #15 extra Heavy Base P y fastener for Duty Fastener, Heavy Duty steel, & concrete Roofing Fastener decks. 2. Drill -Tedm ASAP Pre- bled Drill -Tedm Various GAF Materials Corp. Fasten and metal and plastic lazes. 3. Drill -Tedm CR Base Base fastening Various GAF Materials Corp. Sheet Fastener and Plate assem 4. Drill -TecTm Galvalume Round 3alvalume, stress 3" and 3 lx" GAF Materials Corp. Plates plates. 5. Drill -TecTM Polypropylene Round lypropyiene 3" and 3 %" GAF Materials Corp. Plates stress 6. Drill -Tedm AccuTrac Square ume coated 3" Square OMG Plate steel p e. EVIDENCE SUBMITTED: Test AEencv Test er Description D.. ate Factory Mutual Research Corp. 3 9832 4470 - TAS 114 05.11.07 3 0215 4470 - TAS 114 03.01.01 3 1276 4470 - TAS 114 01.28.99 1B SAM 4470 - TAS 114 09.04.97 3 2AM 4470 - TAS 114 0430.97 OD SAM 4470 - TAS 114 04.01.98 Underwriters Laboratories T .R19254 UL 790 10.27.06 Trinity Engineering 448 04 97 -1 TAS 114 06.06.97 PRI Asphalt Technologies, Inc. GAF-)20-02-01 ASTM D 249 02.01.02 ASTM D 4977 IRT -ARCON Inc. -005 TAS 114 03.01.02 -014 TAS 114 04.08.02 -039 TAS 114 03.01.02 NOA No.: 07- 1203.01 Expiration Date: 11106113 Approval Date: 03M"S Page 7 of 30 Membrane Type: SBS /SBS Cold Appli Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater pl or wood plank decks System Type E(1): Base sheet mechanicaI13 fastened to roof deck. All General and System Limitations shall al ply. Fire Barrier: FireOutTM Fire Barrier ating, VersaShieieNon- Asphaltic Fiberglass -Based (optional) Underlayment or Seem oc kTm. Base sheet: GAFGLAe #80 ULTR 1A TM Base Sheet, STRATAVEN1 Eliminatofm Nailable, RUBEROIDP Abdified Base Sheet, RUBEROID 20, RUBEROID' SBS Heat WeldTM Sm or RUBEROID SBS Heat WeldTM 25 base sheet mechanically fastened U deck as described below, Fastening GAFGLAe Ply 4, GAI GIAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets att iched to deck with approved annular ring shank nails and tin caps at a fastener spi cing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pre rure -45 psf, See General Limitation #7) GAFGLAS Ply 4, GAI GLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets att tched to deck with Drill -Tedm #12 standard, #14 or # 15 Screws and 3" Drill-T steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in ti e 2" side lap. The other rows are equally spaced approximately 12" o.c. i i the field of the sheet. (Maximum Design Pro rure -45 psf, See General Limitation #7) GAFGLAS ® Flex PIyTM , GAFGLAS #75 Base Shear or any of above Base ✓ �.. sheets attached to deck 1 ith approved annular ring shank nails and tin caps at a fastener spacing of 9" o . at the 4" lap staggered and in two rows 9" o.c. in the field. aximum Design Pr ure 52.5 psf, See General Limitation #7) GAFGLASP #80 ULTD A Tb, RUBEROV 20, RUBEROID Mop Smooth, base sheet attached to deck th approved annular ring shank nails and tin caps at a fastener spacing of 9" o.. at the 4" lap staggered and in two rows 9" o.c. in the field (Maximum Design Pros rare -60 psf, See General Limitation #7) GAFGLAS` #75 Base S iect or any of above Base sheets attached to deck with Drill - Tedm #12 standar #14 or # 15 Screws and 3" Drill -TeOm steel plate or Drill-TecTM AccuTme P ates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equa y spaced approximately 9" o.c. in the field of the sheet. (Maximum Design vare -60 psf, See General Limitation #7) Any of above Base sh attached to deck approved annular ring shank nails and 3" inverted Drill -Tec insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two ro s 9" in the field. (Maximum Design Pre sure -60 psf, See General Limitation #7) NOA No.: 07- 1203.01 im►aecouNn Expiration Date: 11/06113 AP Approval Date: 03/06/08 Page 26 of 30 GAFGLAS #75 Base eet or any of above Base sheets attached to deck with Drill -TecTM #12 standw t #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Tedrm AccuTrac I lates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally s med approximately 9" o.c. in the field of the sheet. (Modiumn Dedgn sare —7S psf, See General Limitation #7) Ply Sheet: (Optional) One or more lies GAFGLAe PLY 4, GAFGLAS Flex P1yTa 6, GAFGLAe #80, RUB ROID MOP Smooth or RUBEROID" 20 sheet adhered in a full mopping of app ved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One or more�Iies of R BEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop e, RUBEROID ® Mop Plus Granule, RUBEROV 20, RUBEROV 30 or R EROID 30 FR or RUBEROV Mop FR or RUBEROID ULTRACLAD SBS in eyed in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs./sq. Or, One or more plies of R EROV MOP Smooth, RUBEROV Mop Granule, RUBEROID Mop 170 RUBEROV Mop Plus Granule, RUBEROV 20, RUBEROV 30, RUBI ROV 30 FR or RUBEROID Mop FR or RUBEROV ULTRACLADP SBS it RUBEROV Modified Bitumen Adhesive at an application rate of 1 -2 g J Jsq. Surfacing: (Optional, required if UBEROID MOP Smooth or RUBEROV 20 is top membrane) Install one the following: 1. Gravel or sl applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat approved asphalt at 60 lbsJsq. or applied in a flood coax of Leak BufEe erTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 g /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Suz keed Capsheet adhered in a full mopping of approved asphalt app led within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Bustez Im MatrixTM 303 Premium Fibered Aluminum Roof Coating, at .5 galJsq. 4. Leak Bustex Im MatrixTx 715, Leak BusterTM MatrixTM 322, TOPCOA MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, Lpplied at 1 to 1.5 galJsq. 5. Leak Bustei Im MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, lnergyCotelD roof coating applied at 1 to 1.5 galJsq. 6. TOPCOA Surface Seal, TOPCOAT' Fiureshiele SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Gr n Technologies Photovoltaic Laminate solar energy collector air 'liary roof equipment.installed in compliance with manufacture 's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 07- 1203.01 Expiration Date: 11106!13 = MM uenY Approval Date: 03/06/08 Page 27 of 30 WOOD DECK SYSTEM LEWTATIONS: 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 /a" Dens Deck or Yz" Type X gyF um board is acceptable to be installed directly over the wood deck. GENERAL LDnTATIONS: I. Fire classification is not part of this ; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layer. The first layer shall be attached in compliance with Product Control Approval guidelines. All other lay shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate 0120-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sixes are acceptable for in cbanical attachment. When applied in approval asphalt, panel size shall be 4' x 4' maximuun. 4. An overlay and/or recovery board insulati panel is required on all applications over closed cell foam insulations when the base sheet is folly man ed. N no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" Mc.; or strip mopped 8" ribbons in three rows, one at each side lap and one lown the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not le. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application f either system shall be at a minimum rate of 121bsJsq. - Note: Spat attaches systems s>hap In Zuni to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is on a Wmimm n Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing 'cation Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation atxac t shall not be acceptable. 6. Fastener spacing for mechanical attachment anchor/baw sheet or membrane attachment is based on a minimum fastener resistance value in conjun 'on with the maximum design value listed within a specific system. Should the fastener resistance be les than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be suibmi Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Applicati Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply wi h the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for bot i insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Cal ulations 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, G nerai Limitation #9 will be applicable.) 8. All attachment and sizing of perimeter nailers metal profile, and/or flashing temnination designs shall conform to Roofing Application Standard 111 and applicable wind load requirements. 9. The maximum designed pressure limitation shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational anal sus, nor extrapolation shall be pernnitted for enhanced fastening at enhanced pressure zones (i.e. tern, extended corners and corners). (When this limitation is specifically referred within this NOA, Cc aril Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative END OF ACCEPTANCE NOA No.: 07- 1203.01 u v+a a us ENpiradon Date: 11!06/13 .. , Approval Date: 031!16!08 Page 30 of 30 2007 ROOFING MA RIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS ( EVT) ROOF COVERING' MATERIALS (TEVT) 195 Roofing Systems (TGFq— Continued � Roofing-Systems (TGM- Continued Insulation One or more layers perlite, glass fiber, 3/4 in. min, a- Ply Sheet (Optional): One or more layers Type G1, hot - mopped in nurate, urethane, perlite /isocyanurate composite, perlite /ure com- place. posite, 1 -1/2 fn min. Membrane: One layer 'Ruberoid Torch Smooth" (smooth) "Ruberoid Base Sheet (Optional): One or more layers Type Gl, G2 or -:G3. Mop Smooth". s Membrane: One ormore layers "Ruberoid Torch" (Smooth orGi mule), Membrane: One FR er la y Mop -170 Mo -170 "Ruberofd Torch Granule Plus ", `Ruberoid Mop" (Smooth or G ule) 19. Deck:.NC {granule). or "Ruberoid Mop Plus Granule ". Incline: l/2 Insulation (Optional): One or more layers perlite, glass fiiber,.isoiga- Surfacing•. Gravel. Deck nurate, urethane or perlite / isocyanurate composite any thickness. h. C -15/32 Incline: 1/2 Base Sheet: One or more plies Type G1 or G2, hot mopped -or adhered Insulation (Optional): One or more layers perlite, wood fibe glass with Karnak Chemical 'T.lo: 91" , or Gibson -Homgn 'No.. .6160f' cold fiber, isocyanurate, urethane, perlite / isocyanurate composite, I 2rlite/ applied adhesive at 1-1/2 gal /sq. urethane composite, wood fiber / isocyanurate composite. Membrane: One layer'Ruberoid Mop 170 FR ", hotmopped:or adhered Base Sheet:. Two or more layers Type G2 or G3. with Karnak Chemical `No. 81" or Glson- Homan 'No., 6160" cold ; Ply Sheet (Optional): One or more layers Type G1. applied adhesive at 1 -1/2 gal /sq. Membrane: One or more layers'Ruberoid Torch" (Smooth or Gr ule), 20. Deleted Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Gi mule) 21. Deck: C-15/32 Incline: 112 or 'Ruberoid Mop Plus Granule ". Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber Surfacing, Karnak No. 97;1-1/2 - 3 gal /sq or gravel. any thickness, hot mopped or mechanically fastened. 8. Deck: NC Incline: 1/2 Base Sheet: One or more lies a G2 "GAFGLAS #75" base sheets, Insulation One or -more layers perlite, glass fiber, 3/4 in. min, ocya- hot mopped or mechanically fastened. nuratg, urethane, perlite/isocyanurate composite, perlite/ure corn- Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place. posite, 1-1/2 in. min 22. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): One or more layers Type G1, G2 or G3. Insulation (Optional): Polyisocyanurate, wood .fiber, perlite, -or glass Membrane: One or more layers "Ruberoid Torch" (Smooth or Gr ule), fiber any thickness, hot mopped or mechanically fastened. "Ruberoid Torch Granule Plus ", 'Ruberoid Mop" (Smooth or Gi inule) Base Sheet One or more plies Type G2 "GAFGLAS #75" hotmopped or "Ruberoid Mop Plus Granule ". or mechanically fastened Surfacing. Grundy "AL MB Aluminum Roof Coating" at 1 -2 ga /sq. 9. Deck Ply Sheet One or more plies `Ruberoid 20 ", hot mopped in place. C -15/32 Incline: l /2 Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in place. Insulation (Optional): One or more layers perlite, glass fiber, 4 in. 23. Deck-.C-15/32 Incline: 1/2 min, isocyanurate, urethane, perlite/isocyanurate composite, p rlite/ Insulation (Optional): Fiberglass or perlite, mechanically fastened. urethane composite, phenolic, 1-1/2 in. min Base Sheet: One or more layers Type G2, hot mopped.ormechanically Base Sheet: One or more layers Type G2 "GAFGLAS #75 Base eet", fastened. hot mopped or mechanically fastened in place. Ply Sheet: Two or more - layers. Type. G1; hot mopped ror mechanically Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4 ", hot m pped fastened. m place. "Ruberoid 30" - or "Ruberoid Modified Cap: Sheet 601 ", hot Membrane: `Ruberoid Mop 170 FR". mopped in place. Surfacing (Optional): "GAF Fibered Aluminum Coating" at -1/2 Surfacing Karnak Chemical "Kaiak No. 97 Fibrated Aluminum gal /sq or "GAF Weather Coat Emulsion' at 3 gal /sq. Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof 10. Deleted Coating" at 1 to 2 gal /sq. 11.....Deleted 24. Deck: NC Incline: 1/4 12: Deleted 13.. Insulation (Optional): Polyisocyanurate, perlite, glass- fiber or wood Deleted f be4 2 in max. 4. Deleted Base Sheet: Type 15 asphalt organic felt or Type GZ, mechanically 15. Deck: C -15/32 Incline: 1/2 fastened or adhered with hot roofing asphalt. Insulation (Optional): Perlite, fiber glass, isocyanurate, ur Je or Membra ne: 'Ruberoid Torch Granule 1" (modified bititmen). perlite / isocyanurate composite. Surfacing Karnak Chemical "Karnak No. 97 Fibrated Aluminum e Sheet: One or more layers Type G2 or G3 base sheet, hoed Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminuiri Roof mechanically fastened.: Coating" at 1 to 2 gal /sq. Ply Sheet (Optional): One or more layers Type G1, .hot min 25. -De&- C -15/32 Incline 1/4 place Insulation Two layers glass fiber (staggered joints),1 in. each. embrane: 'Ruberoid Mop 1701W. Base Sheet: Type G2, mechanically fastened or adhered: with hot 16, ..Deck: G15/32 )ne i/2 roofing halt. Insulation (Optional): Perlite,'fiber glass, isocyanurate, or Membrane: "Ruberoid Torch Granule 1" (modified bitumen.): perlite / isocyanurate composite, offset 6 in from joints. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Base Sheet: One or:more Type G-2 or G- 3:base sheet, hot mc pped Asphalt Roof Coating" at 1 eta 2 gal /sq. or mechanically fastened. 26. Deck: NC Incline: 1/4 Ply Sheet (Optional): . One of more layers Type G-1, hot mopp d in Membrane: "Ruberoid Torch Granule 1" (modified bitumen). place Surfacing: Karnak; 4M J t u ' "KaiYiak No. V Fibrated Aluminum . Membrane: One 'Ruberoid Torch. Smooth'. or "Ruberoid op Asphalt Roof Coating" at Lto 2 gal /sq. Smooth ". 27.. Deck NC Incline: 1/2 Membrane: One layer "Ruberoid Mop 170 FR". Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in.� max, 17. Deck: NC Incline: l mechanically fastened or adhered with hot -roofing asphalt. Insulation (Optional): Perlite, fibeer glass; -wood fiber,.:isocyanrate, Base Sheet: Type G2 or "Flex Base 60" (modifie&bitumen), mechani- ilrethane orperlite / isocyanurate composite. cally fastened or.adhered with hot roofing asphalt Base Sheet: One or more layers Type G2 or G3 base sheet, hot m ped Membrane: "Ruberoid Torch Granule -l. ", heat- fused. or mechanically. fastened. Surfacing: .Money Products• 'Tridure. Aluminium -Roof Coating'; Ply Sheet (Optional): One or more layers 1,'ype• G1, :hot mopp in "Weather Check" or "Pro -Grade Aluminum Roof Coatfng",1.5 gal /sq. .place. 28. Deck NC - Incline -1/2 Membrane: One layer "Ruberoid Mop 170 FR" Insulation (Optional): Perlite, .wood fiber,.glass fiber or isocyanurate/ 18. Deck: NC Incline: 1/2 urethane board, 2 in: max, mechanically - fastened. Insulation' (Optional): Perlite, fiber glass,: wood fiber, socyan rate, Base Sheet Type G21:(modified bitumen), mechanically fastened or urethane or perlite/isocyanurate composite adhered with hot roofmg.asphalt. Base Sheet (Optional): One or more layers Type G2 orG3 base meet Membrane. 'Roeroid Torch Granule 1 .(modified bitumen); heat hot mopped or mechanically fastened. .mod. LOOK FOR TI E UL MARK:ON "PRODUCT Owner's Notification for Roofing Permits issued under the Florida Building Code Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner. the content of this section.. The provisions of Chapter 15 of the Florida Building 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 adjacent box indicates that the item has been explained. )e 1A Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone).are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) Issues are not a consideration with respect to workmanshlp provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.. 6 2. Renailing Wood Decks: When replacing roofing, the dstlA19 wood roof deck may have to be renaited in accordance with the current provi 1ons•.of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). yt 5 3. Common Roofs: Common*roofs are those which have no visible delineetiombe neighboring units (i.e. townhouses, condominiums, etc.). In buildlirgs with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 7 C A/ _4, Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore., roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option* of maintaining this appearance. ;4 /16 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. �c V._6. overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded .from a bulld up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be. necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. �C - 7. Ventilation: Most roof structures should have some ability to vent natural alrfiow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which.can re;:ealt in extending the service life of the roof. Contra ct Cs Signature OwnerWAg nt's Signature Date FLORIDA ROOFING, PMET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION INC Rs' 3W P.O. BOX 4907 a WINTER PARK, FL 32793 • (407) 671 -FRSA 1-M-767-37'72 * FAX (407) 671 -2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Village of Miami Shores Anchor Roofing Company Building & Zoning Dept. 10050 NE 2nd Ave. 1083 E. 23rd Street Miami Shores FL 33138 Hialeah FL 33013 ATTN: Date: 02/16/2010 This is to certify that Anchor Roofing Company 1083 E. 23rd Street Hialeah FL 33013 Ming subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND. COVERAGE NUMBER: 8 70 - 033159 LIMITS EFFECTIVE DATE: 01/01/2010 Workers' Compensation Statutory -State of Florida 01/01/2011 Employers' Liability $100,000 - Each Accident EXPIRATION DATE: $100,000 - Disease, Each Employee $500,000 - Disease, Policy Limit REMARKS: Non - cancelable without 30 days prior written notice, except for non - payment of premium which will be a 10 day written notice. This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording Insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domicile employees only. By. & A40— By.: L& Brett Me* Administra DebWe Kenow - Underwdfing Manager FRSA -SIF FRSA -SIF NOTICE OF COMMENCEMENTI��II A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. • 320 ®©jj Q�j ( � OR Bk 27171 Fs 42101 t las (o RECORDED 02/04/2010 10° "20:42 HARVEY RUVIHr CLERIC OF COURT STATE OF F ORIDA: MIAMI -DADE COUNTYr FLORIDA LAST PAGE COUNTY 0 MIAMI -DADE: ' THE UNDEIGNED hereby gives notice that improvements will be made to certain real property, anq in accordance with Chapter 713, Florida Statutes, the following Information Is provided I� this Notice of Commencement. 1 i 4 1. Legal description of property and streettaddress: GO Gprr t. - �'A'R��13 (0" 1 3*0 L0 1 qt lSK 1't1AKI 5- VAGeS fit-- 33t3� 2. Descdpt on of impro "�t: f.^ 1� i: ©F VLA Roo F d tj 4 -% , / 3. Owners name and. address: L 4 1 1 — r Not t Sq 0' tS L- - = i3( 31? Interest In roperty: Name and �ddress of fee simple titleholder: 4. Contractor's name and address: %Wrilir Co 0 1 9 3 E• v2 5 23 0 1 3 5. Surety: ( aymer�t bond r uired by owner from contractor, if any) ,. ��= e = �'�' Tt� �m•� ��1, Name and ddress- r .n I E once an `' � Jl b Amount of and $ o2o�y 6. Lender'siname and address: P�1 a,4 its . PI I iauvity, CLEKIIJ D.c. {" AT r 7. Persons within the state of Florida designated by Owner u notides other documents may be served as Provided bif Section 713.13(1)(a)7., Florida Statutes, Name and �ddress• 8. In additltn to himself, Owners designates the following person(s) to receive a copy of the'Lienor's Notice as provided In Section T13.13(1)(b), FloridMStatutes. Name and �ddress: _ O f t 9. Expiration date.of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen Ile Is specified) Signature. f Ow r ^� -� Print. Owners Nam Prepared - by f'" E ; � ^ IRt �-t �I Sworn to a d subscribed before me this day of 20 Z& 3 ° Address: 1 1 ' • .2 3 ._.r 'Notary Pu lac • P a P, Print Not 's Name TS 3 3 o t2 My commission expires: MY{OMMOtONiiD13700493 �- 123.01-52 PAGE 4, 10/04 HondedTFpoNa�yPubNotbwl�wero'. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 135552 Permit Number: RF -2 -10 -227 Scheduled Inspection Date: March 05, 2010 Permit Type Inspector: Bruhn, Norman Inspection Type Final Roof Owner: PALLO, SANDRA Work Classification: Flat Job Address: 898 NE 91 Terrace Miami Shores, FL 33138- Phone Number Parcel Number 1132060050310 Project: <NONE> Contractor: ANCHOR ROOFING COMPANY Building Department Comments Inspector Comments Passed %�� Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 04, 2010 For Inspections please call: (305)762 -4949 Page 3 of 9 o e 10050 NE 2"d Ave ;,, Mimi Shores, FI 33138 Phone 305 - 795.2204; Fax 3OW564972 www.mlamishoresvillage.com RE: Permit # " 1 '�� DATE: INSPECTION AFFIDAVIT I K A i A O N h `'l Lu , licensed as a (n) Contractor 1 Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C C. C, l 2. to On or about ® A9.* , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at l (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 3 day of 1 O V /P M 7ft"= Notary Public, Sate of Florida at Large IWAN *General, Building, Residential, or Roofing Contractors or any Individual certified under a Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection '