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RF-11-1860Permit Number: RF -10 -11 -1860 1 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 165358 Inspection Date: October 31, 2011 Inspector: Bruhn, Norman Owner: Job Address: 466 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060170450 Phone: (305)754 -9892 Building Department Comments RE -ROOF GARAGE FLAT ROOF Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 31, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 ■.r ■ ■vim ai■ w��a���.■ a�r�.ivi�■ ■ A RECORD® cOPY MUST BE POSTED ON.THE JOB SITE'ATTIME OF FIRST INSPECTION 11 ;111111111 I11111111111111111111111111111111 PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX FOLIO NO. CFN 2011 80719266 OR 8k 27871 Ps 1701; tips) RECORDED 10/25/2011 13 :20:00 HARVEY RUM, CLERK OF COURT MIAMI -DARE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: T 6' ' /0/ sr- A41 , G-Sy1oLAS , 2. Description of improvement: %1- I ..a 4 rs-Jt 6. DP 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: „ o 61.00 ZOO LKOLD A.E" 10! q, / /- �1iz L S, 1=L a rS e 1J Pr 4. Contractor's name and address: ++ % !E1 !'J 77C 011 sT1 6-11/4-14A1 4-1 $ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: r 1 irf 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: 9 Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a [fie,:'rr, • ate is specified) gnature of Owner _ Print Owner's Name GtOriCi M Lorne-4 Prepared by IbtVLt.(444.1444-6111/0c �� Sworn to and subscribed before me this ,1 O day of OC4 ! , 20 J Address: It 4E: i/C67 Notary Public Print Notary's Name 3 My commission expires: 1231,•52 PAGE 4 5107 STATE OF FLORIDA, COUNTY OF DADE 1 HEREMY CERTIFY that this Is e true copy of the original flled In this office on day of IDES 2 pit set. AD20 r d end HARVEY. IN, CLERK, of Circuit and County Courts By D.C. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 OCT 1 1 2011 Permit No. Master Permit No. Permit Type: BUILDING /J �� ,� OWNER: Name (Fee Simple Titleholder): 01.0444 � �� rZ 2 Phone #: Address: 41010 /0 T //JJ City: /i i ( .Shb it S State: (V Zip: 5.3i 5' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1010 / D> City: Miami Shores County: Miami Dade Zip: (33) Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: wf I Fi E) 1 C Address: °� A-E 1010 City: 1\-/ Si-1-04,e3. State: rt."' Zip:35/ 38 p Qualifier Name: DON, el' CA el Phone#: 76V'o 4P-1 State Certification or Registration #: 0 JD Certificate of Competency #: Contact Phone #: Email Address: DESIGNER Architect/Engineer: Phone #: Phone #: /3 196- '2 Value of Work for this Permit: $ g Square/Linear Footage of Work: /' S r Type of Work: °Address °Alteration UNew )IfRepair/Repla tLgn of Work: Ile 1 % 9t° It 6 /9-4,4-e) pcftwer >tco r, r °Demolition COLD ; OOF TIfEIS QUIRED acknowledged by: *eees *u * *s we *axe ********+a **** Fees ***** ** *** * * **** *axe * * * *ew* *** ****** *cis *** *** c:) 4-N Fee $ Permit Fee $ n.5� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC FL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Owner • ent r` 444 The foregoing instrument was acknowledged before me this I ki day of oak? 20 11 , by &--IQ fig 2Dm$r4e f c who is personally known to me or who has produced Florida, ival LCP.N/Le_ As identification NOTARY PUBLIC: Sign: Print: Signature P. n.s52-y Contractor The foregoing instrument was ackno_ edged be re day of nacjagEk., 20 11 , by who is personally known to me or who has produced as i en c 'on and who did take an oath. OTARY PUBLIC: My Commission Expires: b a0 I My Commissi, ;X : ";� %o�ommb �esSe 1288101 04 = MY Commission � *AI" " �,touoh 9MM�kNe68iN� +l1�RN�k *�Y4+k�b8� *9tl�+Ftl« 8th+ bb�iq��bN9iN�* �NN�b*b( ��N* MbNN��6NW+► f+ b�k�N +kd�b�NN�F�ieB+AWaMaA�R+b�N�F+Y '� •Xa:; **** ********* APPROVED BY CA1/6-t.Zi/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6 /4/10) Zoning Clerk 1 Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPL /CAT Section A (General information) Master Permit No. Contractor's Name Job Address Process No. tw is 0k/ii e5 A/c iaco 4,6. to s1 f -1 ON 5 m L ® o Roof Category to z i.7 ._ Q Low slope _ Mechanically Fastened Tile Mo ,fg, . .. CT. 1— . 0 Asphaltic Shingles _ Metal Panel/Shingles _ Wood Sh noWs/Sh4es w o Prescriptive BUR-RAS 150 ¢ Z 0 CITY � z ca m ,/� Roof Type a o m con. Re- roofing _ Recovering Roof System Information Low opc Roof Area (SF) I/2S' Steep Sloped Roof Area (SF) Total (SF) c CC w 0 w Repair Section B (Roof Plan) Maintenance . 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. rt I Jr.. j i ! STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 LIIId...VlIn 1Ij Bunkum Zoneliniform Permit Application Form. d /Iq Sect;iOln C {LAWs1ope Applicatlonl Flit in specific roof assembly components and identify manufacturer (it a component is not used identify as "NA") System Manufacturer: Product Approval No.: ©q - d v Design Wind Pressures, From RAS 128 or Calculations: Pmaxl • Pmax2: ° Pmax3: f 5/` Max. Design Pressure, from th�riflc Product Approval system: �`� Deck: e: l do T f G Gauge/Thickness: 3X Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding M Insulation Base Layer. Base insulation Size and Base insulation : , ding Material: Top insulati Top ins Size and Thickness: T• r ation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): PLY * -7S" rte.! Fits41,13,1tag LiAps Piy Sheet(s) & No. of Ply(s): 01 14 Pty Sheet Fastener/Bonding Material: .I1 t l�- Top Ply: Q.t) bboul l n 17z f -- Top Ply Fastener/Bonding Mat toCtio. FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9,-00 @ Lap, it Rows 2_ @ 9- oc Perimeter. "oc @ Lap, 8 Rows. @ " o0 Corner: to ° oc @ Lap, S Rows 4 @ 41" oc Number of Fasteners Per Insulation Board: Reid Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocldng, Butter, Edge Termination, Stopping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter ► , co g; Etc: indicate: Mean Roof Height Parapet Height, Height of Base Flashing, Component Material, Material Thiclatess, Fastener Type, Fastener Spacing or Submit �? a1� sit O ���. `111111 H' �P 6,■‘ 1'11 \Q 0.° 3 °3 Mean Roof Height - 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone !Juliann Permit Appifutlon Form: Section D.(Steep Sloped Roof System) Roof System Manufacturer: . Notice of Acceptance Number: Minimum Deslgn Wind Pressures, If Applicable (From RAS 127 or Calculations): A. P2: • P3: Maximum Desi n Pressure (From the Product Approval Spe.iific. System): Deck type: Type Underlayment: insulation: Ridge Ventilation? Are Barrier: Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 15.34 FLORIDA BUILDING CODE -- BUILDING �l Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: _0/0//f 79 Ei- Property Address: Lila A- /O Roofing Permit Number. Dear Building Official: I jl oia Z&/IMe(, /d certify that I am not required to retrofit the roof to wall connections of my building because: 1146 just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. a The building was constructed in compliance with the provisions of the Florida Building Cade (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Grin n` a. m 20 me rfej, Signature Print Name Date: /0/1. State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 10' day of fire DV 11 Notary Public, Sate of Florida at Large 11t u2� 4 ;, S,. 1 a _ Mr COMMISSION $Vr Balled EXPIRES: 201144 f e rlir,u l!, • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. a 1894 11524 1524.1 As t s tot this , i t s . ,mponsitdity o : I wefergoontractottopmarklettrec"ittheE required Reding pima " and to explain to the ' owner L piihis sateen.. ia pr t r ons 1 p I o J the , FJnpe ,th lding' Clo . Bfifklitagovesn the 'minimum requirements and idardistta car installations. tly, the; tkibe as pat�of he f tnthatia - ?the ernlhat n +, yr,/ 1.,Asethethmaratlenamddix Tbeworkmanship proVislommtehapter are lor the i , f bet 'the ' ~mom the � ,,,, iiittivanro . i are a (nauldwation With lapse to cork stt su h a` r -!001 =,.: i -,1 h...._,thaterernatperittazoningfcedkisitaittE . theaddiewaki aspettoftheeweemetbdweenthe cam aid , s t ` 9r'V =placing s Itinexisthquamaimif '.. beeematiatit Code. n 4ietis the,• . (ga. bawd, mdominiums, etc* ihriindftsviithcommonceffs, Itav ra4rb }'i I. � ' timid lin cecepamasfatrpmerdimitstizacirinowodttobspetionemt. vietwei pimetratkus from . The meter a+ to tart , , -t+ nad option maIntainks may not be amiable. The .fleble Seas Zode providiarthi!r.- s Pwrilliro W the cctrreM And Attain andkr AIM tithe bidding �.8- tul mot it � ,t4fayjur to pond ''t ) in t ':.the Poraling ,_ ite an kaftan fi tratress ,and y cie the rem► of a . ;� may ttt; it � ;; fwT���. I�1 l , .: ot; ,( Iyk:e 1114 1. Overt= suppers ' ): It is ; from a ,01\ waiter. iPerinertededgwavills inither waif manta= my .r..this,,diricittagodfit j, not,. I be ; 'w�Y e . 9 t f, ® g ,' is X11 m atazadanciro [1r. 7L Ventikann Mciatcaffittnitituresaihmddireve i ieain a Vie. o.,, riamirenbiyithe itseg) bentliebilavammildw .Theacatiegaursamtdfatudigrait ;i 1= ;fit t!tis,;,. Props* LgO ICE 10/ Address Pemtititsidew MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacture' will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®Modifed Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Lade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No. 09- 0224.01 Expiration Date 11/06/13 Approval Date 04/08/09 Page 1 of 31 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non-insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutrm Fire Barrier Coating, VersaShielNon= Asphaltic (optional) Underlayment or Securockt� Fiberglass-Based Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROIDe MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below•, Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Madman Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Teem AecuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Marinian: Design Pressure- 45psf, See General Limitation #7} GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.S psf, See General Lin #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUl3EROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Madman Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. !Marimum Design Pressure - 60psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 09-0224.01 Ezpiratioa Date: 11106113 Approval Data 04/08/09 Page 29 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill Teem steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Maximum Design Pressure — 75psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdm Smooth or RUBEROID® SBS Heat We1dTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIym 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID ®Torch Smooth, RUBEROID® Torch Granule, Roof MatchTM APP Torch Granule, RUBEROID® EuergyCapm Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapm Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat WeIdTM PLUS FR, RUBEROID® SBS Hed-Weklm 170 FR, RUBEROID® EnergyCaprM SBS Heat We1dTM Plus FR, RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat We1dTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbssq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbssq. or applied in a flood coat of Leak Busterm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak Busterm MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM Matrhcm 715, Leak Buster Matrixm 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Busterm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Desiga Pressure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08109 Page 30 of 31 WOOD DECK SYSTEM LIMII'rATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A Dens Deck or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asps 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 Ibs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 pd. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 o€the Florida Administrative Code. END OF THIS ACCEPTANCE C. TT' i2.7. i Tom._ APPROVED ■ NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TGFU 81306 " Roofing System, Primers m "Fire Out' applied at 1•gal 100-ft'. Basel Sheet: d• Ono ply Type 02 "OAR3LAS 175 Oast Shoe :', or "'r•Plp 4.115 Oasis sheet", mechan catty fastened. Membrane: -- " Ruberoid Toren Granule" cr "Rubenrid Torch Granule I' or " Ruberok! Toreh Granule Pins" or "Rube :old Torch PR" heat fused. Pace 14 or .44 50. Doak: C -15/32 lndinet 1/2 Prissier: "Piro CAW' applied at 1- 0a1/ 100 -ft'. Bailie Sheets — One ply Type G2 "GAFGLAS ir7S Base Sheet", or 'Tri•Ply *75 Base Sheet ", meehun'. ally fastened. Ply Sheet (Ciptiers:01)z — One ply Type GI or Type G2.. mnchar, ically fastened. Membrarar -- "Puberoiri Torch Granulk"or "Ruaerold Torch Granule 1"air "Ruberoid Torch Granule Plat "or "Ruberoid Torch FR" heat fused 51. Deck: NC Inclines b/2 Insulation (Opefanalls Min 1/2 in. woad fiber, mechanically fas;enec. Slip Sheet (O Atonal): — 1 ply "StormSafe" mechanically fastened. Baser Sheet: — One ply "Liberty SBS Self-Adhering Base/Ply Sheet' or 'Aubeereid 3A Base /Pty Sheet" self ashared. Meteebran es a- One ply "Rubearoid 5O5 Heat Weld 170 PR° or " Ruberoid 30 tit` er ' Rub.rald Erter'gyCap 5135 30 PR' or "Ruberoid 585 Heat Noll Plus PR" beet fused, 52. Oeck: a -24131 Incifnei 2/2 Insulatisih (Optlonel)s Any UL Classified, vny th■ckness, machvnscally fastened. Barrier Board; -- rnlnimurn 1 /2 -in. thick gyp6wm beard or minimum 1 /4 -in. thick G -P Gypsum Corp 'OensDeck ® Rooiboord" or "DensDeck Prime0 Realboard" or "DenssDeck DuraGuard '" 7aafboard" mechanically fastened. Base 16hent: — One ply "Liberty SOS Sep -gdh4i ng ease /Ply Shee c" or "Ruberoid SA 1302e/Ply Sheet Eels adhered. Membrane:.— One ply "Ruberoid 555 Meet Weld 270 RR' or "RuSerold 30 PR" or "Ruberoid energyCap US 20 FR' or "Rubprold 5115 Host wield Pius PR" heat fused. 52. Deck: NC InaOases Primer: —'Fire Out' applies; at 1.- g01/3444t&. l 90 Sheet (Optional): •- One ply "Liberty MA Basra Sheer, methanrralry fattened. Pty Sheet; — One ply " L.bsrty 9B9 Seelf•Adhering Base /Ply Sheet" or " Ruberoid SA Soon/Ply Sheet" nail adhered Carp Sheets — One ply " %ibestt,/ PR S85 Self-Adhering FR Cao Sheet` or "Ri:berori SA Cep FR Sneet" sect adhered. 54. Deck: C-15/32 Inctfneet { /2 Primer; -- "Fire Out' ao0fird at 1- gaU =00•fr Slip Sheet (optimal): -- t Fly "StorreSafe" mechanically faseen44. Nave Sheet (Optional): -- One ply "Liberty MA Sass Sheet ", r7 f['anic9sry fastened. Ply Sheets -- One ply "'Liberty SOS Self-Adhering Base /Ply Sheet - or "Rubs,ra d 5A Biota/Pty. Sheer- ':4 Cap Sheet: — One ply "Liberty PR SOS Self- Aehering FR Cap Sheet" or "Rube role SA Cap PR Steer -z 55. Deck; NC Incline: 1 2nsulat!orr t (wpti'waI): •-- Perko, fiber glass, polyhrocyanurate, urethane or partite /polyssorfanurato mss; ;; :..fie. c° ,n. from joints. - Base Sheet is -" One or -mare ?hoe Type G2 "GAMGLAS 47S Base Sheet ", or "Trr -Ply »75 ease Sheet', or G1 "a> GLAS Mineral Surfa;:4:1- r:ap3heet ", or'Tri -tray Mineral Surfaced Cap Shear, hot mopped or mechanically taatened. Ply Sheet (Optional: Ora or more dies 'Type Qt, hot mopped In place. Membranes "• One ply -reueerald Torch Smooth' or "1'Suberold Mop Smooth ", Membtanetr — One plr "Ri:S.roid Moo FR". 56.17ectcs Nf' - - Incline: 1 Immolation (OptionaFtr-- Isalyiaocyanurate, wood fiber, peruse, glass fiber, any tbkIwwr , hat mopped or mechanically fasctened Baee-£:hea:e o.'r-piled Type 42 "GAPGLAS #75 Sass Sheet", .r' ;rl -Ply #75 Base Sheet", mechanle,ally fastened. Ply $11ieet ' -- One or more pees " Ruberold 20 ". hot mopped in place. Membranes — One ily "RGheraid 585 Hrellt Wild his FrR" air agipro,d, . ar_Wel t7-0 fiR heAt Weiise t pits. 57. Decks C -15/32 Incliner 5/2 Base Sheet: — Two or more plies Typo G2 "GAPCLAS It7S base Sheet" or "Tri -Ply 075 toe Membranes One ply "Ruberoid SOS Heat Weld Plus FR" cr "Ruberoid 555 Herat We::4 ° /