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RF-12-695Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172543 Permit Number: RF -4 -12 -695 Scheduled Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: BAPPERT, JANET Job Address: 1002 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)754 -6097 Parcel Number 1132050180300 Phone: (305)754 -9892 Building Department Comments RE -ROOF. FLAT ROOF Inspector Comments rkd Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 31, 2012 For Inspections please call: (305)762 -4949 Page 7 of 30 B IDING PE FBC 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 Permit No. A (09S Master Permit No. LICATION Permit Type: BUILDING ROOFING) OWNER: Name (Fee Simple Titleholder): , (- T -PPt Phone #: Address: 100 g- A ®I fi City: M l PriV \ `o State: 'rt., Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: `009— 471 t City: Miami Shores County: Miami Dade Zip: 35 1 "biS Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: tort-Lev iOO i.) c /Arc- Phone #: 30‘ 74=2/1 * ?2- Address: flls i ®t 'tT City: KA t Iatit 1 $ 1 iL State: Zip: 33. 3f Qualifier Name: t t-41 State Certification or Registration #: et-O-. 1'9 0 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ ) b------- Type of Work: ®Addition DAlteration ®New DRepair epiac DDemolition Description of Work: lie ' L%SO1F rticr 1, G - MADD!I-t 1 --Me1 Gi-i a7 i .61s-r-Ern Square/Linear Footage of Work: TOO S * * * * * **** xa��:: x**** �x�a *x:+xx� *x�a�x�u:** ********* Fees* * *** * * *** **** x**** **x:******************* 0,4 Submittal Fee $50 - 1.--Permit Fee $ ��Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ alp ' 6Di ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The fore day of o is pe NOTA Owner or Age instrument was acknowledged befog ho has produced ,20] by sonally known to me o As identification and who did take an oath. Y PUBLIC: Sign: Print: My Commissi Notary Public, Stateof Florida Commission# DD876701 My comm. expires Apr. 1, 2013 Signature Contractor The foregoing instrument was acknowledged before me this 0 of AK\ ,20 ,by A1a14,ttt wh who has produced as identification and who did take an oath. NOTARY PUBLIC• \w�" wilu1 /417, ,�� bola%; Sign: Print: 1 My Commission Ex ****, x*, x, xx:, x*, x, x, x, x, x**** *********, x****m, x****** * ******* ***a:x: ******** * *** x*****,x*,x*** ** *** * * * * * ** **,x,x*** ** * * * * * *** APPROVED BY Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 7, / % / PERMIT # ADDRESS: /V001- /+.6 qt T FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: "� (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 4 /7/6-00, VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: DATE: ) 2 Miami -Dade My Home My Home Show Me: Ploparbiiteralbn Search By: Sele<tkm Summary Details: Folio No.: 1100 SINGLE FAMILY RESIDENCE Property. 1002 NE 98 ST Nth JANET M BAPPERT Address: 1 Living tom: 1002 NE 98 ST MLAM SHORES Ardj Sq Footage: FL Lot Size: 33138-2508 Property Infarmati Primary : 1100 SINGLE FAMILY RESIDENCE CLU: 0001 RESIDENTIAL - SQ4GLE FANLY Beds/Baths: N3 Floors: 1 Living tom: 1 Ardj Sq Footage: 2,702 Lot Size: 11,300 SO FT Year Built: 1950 REV PL M AM SHORES SEC 8PB43- 69 LOT 13 Legal Descrfiption: BLK 180 LOT SIZE IRREGULAR OR 13507 - 279512874 Assessment Information: Year 2011 2010 Land trakre: $162,925 $135,926 Building 5/akte: $232,917 $234.291 Market Vakre: $395,842 $370,217 Assessed Value: $190,408 9187,595 Exemption Information: Year 2011 2010 925,000 $25,000 YES YES $500 $500 Taxable Value Information: Year: 2011 2010 Taxing Authority: APOed Exemption/ Taxable Value: APPS Ereempikxr! Tvomble Value: Regional: $50,5006139,908450,5004137,085 $50,500$139,908650,50W6137,095 Cfty: $50,5001$139,908,5006137,095 School Hoartk 925,500$184,908$25,500$162,095 Additional Information: 1 of 2 http: / /gisims2.miamidade.gov /myhome /propmap•asp 4it vtiC 1at771i{St ". Aerial Phcteephy-2009 lfi 0 111 ft you experience technical difficulties with the Property lntommation dam, or wish to send us your continents, questions or suggestions please email us at . Web Site 2002 Mini -Dade Candy. A® rights reserved. MIAMIOADE Legend .{� �• l Boundary Selected Property Sheet Highway Miand -Dade County @rater N E S 4/18/2012 12:51 PM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Fronde 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 Date: 11//c4 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: 0-3 T /10~0a67-1- Property Address: /O6/9,- 9t for Roofing Permit Number. Dear Building Official: I -i" / 3 P -- /� certify that I am not required to retrofit the roof to wall connections of my building because: r fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) State of Florida County of Dade Print Name rAPPEK- 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 e q"" day of .�.: ` I [ 2 Notary Public, Sate of Florida at Large lir • When the lust valuation of the ducture for purpose :,, valorem taxation is equal to or more than $300,000.00, SFBC. Then you must provide a bulldog application a General Contractor for the Roof to Wa6 comedian Hurricane Mftigatiar. RLANDE BIEN -AIME No Public, State of Florida mmission# DD876701 My comm. expires Apr. 1, 2013 Revised on 5/2112009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane tone Uniform Permit Application Form. RECEIVED APR 1 8 2012 BY: OA Master Permit No. ...... X12 — �i S Contractor's u. # , l , , . Process No. Job Address :Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF- CATEGORY D Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Mortar /Ad O Wood Shh 4-Reroofing ❑ Recovering ❑ Repair Low Slope Roof Area (SF) g`' +G% ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, Include dimensions of sections and levels, clearly identify dimensions elevated pressurrre zones an drains, parapets. -'''t e I tie of, rr111rre i iN �rrfr��111rrrr. 11111111111111111111111111111111111111111111111111111/11/111 rrr111rrrrrrrrrrrrr rrrrrrre1rrrrrr rrrrrrrrrr111 rrrrrrrrrrrrir�rrrrrrr1 � r1rrrr r� r111rrr1rrr�r r r er rrrrrrrurr�r1rr�r�r�rrir r r11rrrrrrrrrr�rrr�r 1 rrr ■re1111rr1rrrrrr 1rrr rr 12., 95 rrrrrrrr.rEMEELI , r „ _ rrr1111MEmAIr � �' �Mal• Y' es Village rIr�rrrrrr�%INr �P1 -1 DAT r ri rrrrrrrrrrrrrrrrrrrr te . - im err-- FLORIDA BUILDING CODE -- BUILDING [MELT TO COMPLIANCE WITH ALL FEDERAL ATE AND COI INTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. !UJ • Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. 6 Product Approval No.: 0 49 0 ` 01 Design Wind Pressures, From7RAS 128 or Calculations: Pmax1: Pmax2: /L Pmax3: / © e Max. Design Pressure, from the specific Product Approval system: , Type: X Zo Gauge/Thickness: 3X etir �f a19 6/1.• Slope: p Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet FastenerlBonding Material•, Deck: Insulation Base Layer. Base Insulation Size and Thic Base Insulation Fasts = . nding Material: Top Insulation er. Top Ins Size and Thicimess: To . nsulatlon Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): t PLY % - 1 r n S1Bon 1w i n alp IJ /fr Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: n Top Ply: !W 15/x-, o (70 Top Ply Fes • ndl ► rial: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: in oc . Lap, # Rows @� " oc Perimeter." oc @ Lap, # Rows " oc Comer. " oc @ Lap, # Rows Z @ AL" oc Number of Fasteners Per insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbioc king, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 11 z • FT FT Parapet Height I0I Mean Roof Height MIAMIO 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 BUILDINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 395 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 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. APPROVED: 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: 14/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTi Fire Barrier Coating, VersaShield®Non-Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WebdTM 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 psi', See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex P1yTM 6, 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 -TecTM steel plate or Drill -TecTM AccuTrac 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. •, 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 rings ank 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. (Mazinurm Design Pressure S2S psi,' See General Limon #7) GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID® 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. (Maximum Design Pressure - 60psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TeaTM #12 standard, #14 or # 15 Screws and 3" Dr1114'ecTM 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. (Maximum Design Pressure - 60psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM 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 - 60psf, See General Limitation #7) NOA No.: 09-0224.01 Expiration Date: 11/116/13 Approval Date: 04/08/09 Page 29 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecT' 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. (Maim Design Pressure —75 psf, See General Lipton #7) Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or RUBEROID® SBS Heat We1dTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIyTM 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® EnergyCapTM Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Phis 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- WeldTM PLUS FR, RUBEROID® SBS Heat-Weld"' 170 FR, RUBEROID® EnergyCapTM SBS Heat-Welding 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 lbaisq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bssq. or applied in a flood coat of Leak Buster"' 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 BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715, Leak Buster"' MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote ®roof coating applied at 1 to 1.5 gal./sq. 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 Design Pressure: See Fastening Above NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PJyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum A Dens Deck or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 lbs.sq. Note: Spot attached systems shall be lines to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 of the Florida Administrative Code. END OF THIS ACCEPTANCE PPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04108/09 Page 31 of 31 ti rf JJM:06-Roo fing System PAge l f 63. Deck: 15/32 incline:2 Sarrierilearti: — minimum y€-in. thick 6-P Gypsum Corp. Deck ®' t rd ":or" trensileck Prime® Roo'fbo 'ar "DensDeck DureGuanirm Roofboard" or 'minimum ',1 / -in. _thick United States Gypsum Com. "Searrock" mechanically fasteneell with butt joints to Ike barrier lean! ni ths:1u staggered ,minim en of B-In. from plywood Peek _fonts Insellation (apttonal):— One or mow '/Ewers ;Iterate, wood fiber, glass :fiber, partyisocyanuiete, perlite/polyiiso_cyanurater conposite, wood lei^ /_polyisocyanurate c.untpusite, any thlokatess:n ehatticaiiy fastened Pre: tittered _with:eny liL Clammed'_ insulattton .adhesive. heel: — One ply Type G2 "GAFGIAS #75 6ase'Sheet" or "Trl =Ply #75 Base Street" Dr AfGLRS lily ~:;" _fully': : with.ttot -r ofing esphelt. Piny/Sheet (optional): —"Two or i urre;pliesTrype 61 IriAMAS Ply-4" Dr "Tri -Fly Ply 4" or "ZAfGLAS:Ply _-6" fully atib t .with ttot°roofing'asphalt. !F (optional): RUberoW Mop Pits Crenate" or"Ruberoid Mop DranuIe or braid 30" or "Ruberoid' 31IFFf' b "Rubel-Did BnergyCap SBS30 -FR" or''Ruberoid Mop Smooth" :or " Rtibenitd; flop 1 7D":or" .ittmroid Mop /1J.F~RA:or "Rulaa o Dim' Smooth" .fuIIyadtteied with :iiot -L ang esphalt or "Ruberoki.SB5 -Heat Wetd117 fR "Dr°'Rubsrold teat We#d FR" or "Ruberoid` 5E5 _Heat Wad :Smooth' treat .fused. Surfacing:— Roofing gravel applied t 430h:bs /100y& embedded htto a :flood coat -of hot roofing eapnalt or: No. ICC White_ Aggregate applied at a rate of 200 -Ibs /100 -ft2 embedded into "Fire Shield MB" applied at 21/2 - 3- gat. /100 -ft2. Top Sarrfadng: — "EnergyCote," applied at 0.5 - 1.0 -gar. /100 -ft2. 64. Deck: NC Incline: 11/2 Instilatkin Polyisceyanurete, wood fiber, ::perlite, Vass :fixer, ,any -thickness,totmzopped or:anecirant ti4 fastened. CouerBoaril: — ,1/2-tn. thick wood fiber- rd mechanically tabulal. llpSbaetti(opt1onatj:- -One ply ' StonnSafe ".ineehaui:ally-fastened. Mame Sheet: —1 ply "Price, ty 3 Self- Gathering =Base/Ply Sheet" or ""J tberty SA ese/PlySheet" Wodhered 'friarirdnarte: — "Rubel tldTorth FR" ar 411uheroid SBStinleat Weld Pius FR" or' R zbe Id Wetd 170 I R" or Maternki_ Torch Pius FR." Deck: C -15/32 Incline: 1/2 MaseSiteet: Two pItesrype G2, "GAFGLAS -Base Sheet", or "Rubenoki 20 " -or "RuberotdDuall Smooth" fully adhere&. with :'hat roofhig aspirau. PIA/Shea -(optional): ..One or morepliesType G1 orType G2 crr "' t+rheroid S85 feat'Wetd`S moth :" Sientbrane:— "R.uberoid +teat Weld 1/0 -FR" or "RUberotd 585 tteat:Weil l luefR" heat ,fused 66. Deck: NC Incline: Vs tatim (opttonat): — Aotyisetcyanut: te, woozl fiber, /pass fiber Dr:perltte mtrthaficaily fastened, - anycombinattoni a mp: .thickness. Sheet: --1 pty'ItUberoidS 4' / ?ty tree =self ittered Membrane: — 1 ply "Ruberold SA Cap FR" self- adhered Class g-- Fully Adhered 1. Deck: C -15/32 Indine: 1/2 inerikibion :(Optional):-- One nr more ::ley petite tor -wood f rraDiass: fiber /sr potyisacyamrrate :or oretirane or gerlitetprotyisecipmmite Composite orpetite/urethane contposit -enr wood fiiasr/pnsttisocyanuc e::corripersite ar,.plreatuli any thickness. Sheet: — Two or more piles GAf Type G1::orTyp3e O2 or Type 16 :base -shy, hot 'mopped.or mechanically fastened iw place. folentisrane:— One or more plies "Ruberold Torch" (Smooth Pr Grande), "itutteroki Torch _Granule Plus" " road Mop" (Smooth or.Granule) or "Ruberotd iMop:Ptus Or-anule"• Surfadng: — Karnak No. 97 applied at 1 -112 -gal /100 -ft2 eck: C -15/32 Incline: 1/2 lesubstrom '( itinna4): One Dr more layers perlite or wood f rnrglass!fiber-Dr polyisocyaninate ^or ' urethan or -perlite /polyisocyarutrat composite orperitte /ur-Utirarre compositevr :woodfiber/polyisocyarurrate composite srr;ithenastir ,ally.; thickness. EatoeSheet:— One m more plies Type .G2 or Mae G3. Ply Sheet (Optional): — One or more plies Type G1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of p mg that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance; that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. I1 Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be re r - in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to '' oving the existing roof system). • 4` Common roofs: Common roofs are those which have no visible delineation between neighboring u i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. I" - Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be i ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pe etration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. ‘,..if Ponding water: The current roof system and /or deck of the building may not drain well and may ca , water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural dis ess and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 44 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov -I loaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in rdance with the requirements of Sections R4402, R4403 and R4413. . 1d Ventilation: Most roof structures should have some ability to vent natural airflow through the in t'nor of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er/Agent's Signatu Revised on 7/9/2009 LD Date (4Pd /2-- Contractor Signature Date Mar 87 2812 1143:13 Via Fax 3057549052 Menherclichs Page 081 Of 881 From: Jesse Walters Date; 03/07/2012 11:41 ;18 AM ES'. Subject: Meeting t'or Our Advertisers The Chamber of Commerce is tentatively exploring the possibility of expanding the distribution of our monthly magazine, the Egret, and the bag it comes in, to neighboring communities. The Executive Committer has decided that the village of Biscayne Park would he the best place to start, and officials there are enthusiastic as well. Because this would mean we would increase from 4300 doorknobs to 5800, there would be increased costs to print, stuff, and. distribute for us of course. The potential to our member advertisers to increase homes by 34% is attractive, but we want to be sure we have a good discussion with our member advertisers to see if you are comfortable with this plan and if so, what ad rate increase you could absorb. If you are an advertlier in the Egret, or ocassionaly place an insert in the bag, please come to a meeting to give us your thoughts: Thursday, March 29, Nnon, Playground Theatre's Sandbox. Because we will provide free pizza and soft drinks, an RSVP is appreciated. Thanks! Jesse Walters, Executive Director Greater Miami Shores Chamber of Commerce 305-7546466 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE ATJIME OF FIRST.INSPECTION PERMIT NO i'o' O FAX FOLIO -NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE tJN[ERSIGNED 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: /00 Id Mif?f4/ 331 N- 2. Description of improvement: ge ' 1 CO# too CFN 201l.2R0:321755 OR 81( 28100 Ps 2189; C1) RECORDED 05/07/2012 11:52:04 HARVEY RU''IR, ,CLERK OF COURT MIAMI-DADE cOUNTYf FLORIDA LAST PAGE Space above reserved foruse of recording of 3. Owners) name and address: Interest in 'property: Name and address of fee simple titleholder. 4. Contractor's r ante, address and phone number. . be 3) v- Oas- 5. Surety: {Payment bond required by own 8r from contractor, if any) Name, address and phone number Amount of bond $ °' ' 6. Lender's name and address: 7. Persons, within the State of Florida designated by Owner upon who Section 713.13(1)(a)7. .Florida Statutes, Name, address and phone number.. 8: in additron #o'hirnself, Owners designates the following person(s) 713.13(1)(b), FlOnda__Stattites. Name, address and` honb r timbef: 9. °Expiration; data,:of:this Notice of Commencement (the expiration date is 1"yearfrom the date of recording iuiiess'a kitterent "date is specified) WARNING TOOWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXP1RATION OF TI-1E NOTICE OFCOMMIENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 _PART 1, SECTION 713:13: `FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO' YOl1R" PROPERTY A ,NOTICE COMMENCEMENT =MUST, -BE _RECORDED .AND� POSTED ON-THE .J08 SITE BEFORE THE FIRST INSPECTION.'IF YOU INTEND TO OBTAIN'' FINANCING,' CONSULT W ITI-I YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signatures) of • nersA , + r(s)�pAu _II o -; j� • r erDirecior/Partner/blanag Prepared By Ikk e± ,► �l to _Air,/ _ .A.. "b Prepared,By ft Print Name A : f oit _ ' Print Name -i 1_ Titie/Ofice °t.,O 'I`f` Title/Office `X. STATE OF- FLORIDA " COUNTY_ OF MIAMI =DADS . . The fo . • omg'in in`en as ac - owl I a, 11 BY ewn L... ; g e.' 1L•1� i SU M: v^ y - lender ,pens" a:+ ;perji ry, 1,declare that 1 have read the foregoing and that the facts stated in it aretrve, to.the best of my knowledge and,belief. Signature(S) of Owners) or - Owner(s)'S Authorized Officer/Director/Partner/Manager who signed above: • ed befor lit, to i >" , L t'l14� K t me this 1 dayrofi'� `�✓ for t.. odutred fpUowing ape �rfide e - 15tgl a#tfr s pfFNirtifryp iiblicp Print Name: (SEAL) wS o-tiY L% ,nt t,: 0 O D ion 111 I/ MI esVP..-Ala leffir, ER e _1 Notary Public, State of Florida Commission# DD678701 My comm. expires Apr. 1, 2013 •