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RF-16-186 Miami Shores Village Peofti' 10050 N.E.2nd Avenue NE 17" W44 Ciassifrca bow Flat "• "'�'" Miami Shores,FL 33138-0000 "'t"�e' , �� Perrrtittatus: itF►RtVE Phone: (305)795-2204 RCORIS�' Isar 01 Expiration: 08/02/2016 3 Project Address Parcel Number Applicant 444 NE 101 Street 1132060170461 PEARL FINKELSTEIN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PEARL FINKELSTEIN 444 NE 101 ST MIAMI FL 33138-2449 ` Contractor(s) Phone Cell Phone Valuation: $ 500.00 ADVANCED CONSTRUCTION SERVIC (305)457-9970 (786)306-8183 Total Sq Feet: 100 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RF-1-16-58425 DBPR Fee $3.75 01/22/2016 Check#:003090 $50.00 $218.10 DCA Fee $3.75 Education Surcharge $0.20 02/04/2016 Credit Card $218.10 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $268.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing' f on-is-ac ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above cto to do the work stated. February 04, 2016 Authorized Signature:Owner / Applicant / Pontractor / Agent Date Building Department Copy February 04,2016 1 Miami Shores Village LL`- JAN 2.2 2016 Building Department . 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 \ �\ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/4101, �a BUILDING Master Permit No. &E IJO PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 19ROOFING ❑ REVISION ❑ EXTENSION 2<ENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: V 0 1 G-I [— City: Miami Shores County: Miami Dade Zip: -93 l 3 - Folio/Parcel#: 3 / 77® 4 1 Is the Building Historically Designated:Yes NO Occupancy Typ O Construction Type: Flood Zone: BFE: FFE: "'POWNER:Name(Fee Simple Titleholder): Y4 �`'W tc.`IE e N . Phone#: Address: Ck ig ° City: "� 1 �� I State: `— Zip: u Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �t� I/TlrlV � �D � ,( T7�✓ Gc� Phone#: 6- L Address: n G ^ �� City: d State: Zip: Qualifier Name: �w�°4 Gl3n/ZA/-e Phone#: State Certification or Registration#: "g® Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �^ City: State:i Zip: Value of Work for this Permit:$�`7 ®+ Square/Linear Footage of Work: L ® 7F - Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: o -a T4 - N-- `� /4 2332 (tel T RICA t Specify color of color thru tile: rr�� Submittal Fee$ 50 -00 Permit Fee$t&0 1`_ ) CCF$ CO/CC$ Scanning Fee$ " ' s Radon Fee$ `� ✓ DBPR$ Notary$ ! Technology Fee$_ 0 Training/Education Fee$ Double Fee$ Structural Reviews$ i Bond$ TOTAL FEE NOW DUE$ q (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. 9/,4A�Signature �WASignature O NER or AGENT CONTRACTOR The foregoing instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this c�-fo day of 20 by ,V day of �1 -An 20_ ,by e � N It- e .who is personally known to Ah nw At7n who is personally known to me or h as produced as me or who has produced as identification and who d4take an oath. identification and who i take an oath. NOTARY PUBLIC- NOTARY PUBLIC: Sign: Sign: Print: RLOS A.URBINA Print: ~" •fiPµY Pp0,' Notary Public-State o �" '��, Seal: :PpY PVA 'a �c- Commission#FF 245242 Seal: ?�. ��`�= Notary Public Stale of Florida - Commission#FF 245242 My Comm.Expires Jul 31,2019 Assn.` =;91 My Comm.Expires Jul 31,2019 F OF Bonded through National Notary '%F OF F��o L ' fit Bonded through National Notary Assn. APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�oR9�Dr Miami shores Village logo Building Department '•� '�� 10050 N.E.2nd Avenue �LpRIpA 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: q- N '- A9 Roofing Permit Number: Dear Building Official: I Pe A-� --s/1�1� 5 -e Lti certify 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. ❑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) ,7 Signature Print Name va CARLOS A`URBINA 2° �`c'; Notary Public-State of Florida State of Florida =' Commission#FF 245242 County of Dade 'N:;;o,; P°;' My Comm.Expires Jul 31,2019 `y Bonded through National Notary Assn. The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCi UREZ FloridaT*1 C I I mom Building Code 5th Edition(2014) SAN 2.2 co ry High-Velocity Hurricane Zone Uniform Permit Applicati firm. C? � S Section A(General Information) Master Permit No. Process No. �� 11c sr ContractorsName �I' � ' ✓�ti� �0 6.1 � .lob Address T 7 Ali57-101 101 17— ROOF CATEGORY D Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panei/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 7 ROOF TYPE g ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)—= Steep Sloped Roof AREA(SSF)AL--Taial(SF) t 00 ii Section B(Roof Plan) Sketch Roof Plan:ii:6•strate al'ievels and sections,roof drains,scuppers,overflow scuppe end over,aw drains.!ncILde dimcn- sions of sections ano levels,dearly identify dimensions o= svated pressure zones and location of parapets. - i; 0 II a _ro wLL _ kv. l rL .ro 2i R If G • • • • • • _�_ .. B G0 bee i • • <C I • . • I.I U Uj .i —! ••• •• •• . .�' t a • • i• 00 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) : :••.; ; : : ;•••; ib.-37 I I 1 1 1 Copyright to,or licensed by,ICC(.ALL RIGIM RESERVED);actelwAd bj Elieze?Palautio onlunt}.2615 10:P-:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fat / o din ate al: _/ s 1 Fill in specific roof assembly components and identify 1 manufacturer 1 j (If a component is not used,identify as'NA") Surfacing: ` s 1 Fastener Spacing for Anchor/Bas e Sheet Attachment: 1 System Manufacturer._ &A` 1 Field: 1011 System @ Lap,#Rows Z-@ I—"oc 1 1C�� f Perimeter. VJ "oc @ Lap,#Rows�f @ 1 1 Product Approval No.: 1 1 Design Wind Pressures,From RAS 128 or Calculations: Comer. °oc @ Lap,#Rows A @_1�oc 1 1 P1: a� P2: 7/' :�-J c 1 P3Number of F steners Per Insulation Board: Field 1 1 Max.Design Pressure,from the specific pro i�uct Perimeter Comer 1 • 1 approval system: -- � S 1 1 Illustrate Components Noted and Details as Applicable: 1 Deck Woodblocking,Gutter, Edge Termination, Strippping, Flashing, 1 Type: �( L�*100/0 Continuous Cleat,Cant Strip,Base Flashing,Counterfiashing, 1 1 Coping,Etc. 1 Gauge/Thickness: i- �j Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 �/ ----�- Flashing, Component i,Aaterial, Material Thickness, Fastener � 1 Slope:__ Type, Fastener Spacing or Submit Manufacturers Details that 1 Comply with RAS 111 and Chapter 16. 1 Anchor/Base Sheet&No.of Ply(s):__ 1 i 1 Anchor/Base Sheet FastenerBondl Material: 1 1 _ 1 A FT 1 1 Insulation Base Layer. 1 1 1 1 Base Insulation Size and Thickness: NA Parapet height 1 Base Insulation Fastener/Bonding atedal: 1 1 1 1 Top Insulation Layer. I 1 1 Top Insulation Size and Thickness: 1 Mean 1 1 Top Insulation FastenerBondI p Aerlal: a Roof 1 1 7V/ Height Base Sheet(s)&No.of Ply(s):C�� rJDsE � 1 1 1 Base eat Fa nor/Bondingaterial• N 1 � . .. 1 Ply Sheet(s)&No.of Ply(s): t'•• 1 1 Ply Shea F�Pstpr�er/Bondiw,Mat al: •• . . Top Ply. r G i. .•. .•. 1 1 15.38 • • • ••• • • • 1 FLORIDA BUILPINg•000*s EIALQING:5t'hj:) ON(2014) _ Copyright to.or licensed by,ICC(ALL RIGHTS RESERVED);acc.cwy b)vrliererPalac�b on 11,41!20R5 10:3P12 AM pursuant to License Agreement.No further reproductions authorized. ♦SNrc�L n va � �ORiD� SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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. 2. P(Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6.!Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may b cessary to install overflow scuppers in accordance with the requirements of Sections R4402, 4403 and 413. Owner/Ag is ignature Date Contractor a Date Propeq Address Permit Number Reprised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. .. ... .. ... .. . . . .. . ... ... ... ... . .. . . . . . . . . . .. . . . • •• . • ... . . . . ... . . . . . . . . . . . . . •• •• . • . •• .. ... . . . ... . . � Miami shoresvillagE OR "null" Building Dep artmeni 10050 N.E.2nd Avenue Miami Shores, Florida 3313E 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 Date: Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: �-1e 5�� i ti, certify that I am not required q to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach roof of ad valorem taxation. p o 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) Signature Print Name CARLOS A.'URBINA � ?c* `� Notary Public-State of Florida State of Florida °= Commission#FF 245242 ••• •• County of Dade My Comm.Expires Jul 31,2019 • • • • • • • • • • • •• • • • • • Bonded through National Notary Assn. • •• • • • • ••• • The undersigned, being the first duly sworn,deposes d says that he%she is the owner for the above • e Sworn to and subscribed before me this c/ ; ,. *. • Pro P rty mentioned. day of !tr�' .• .' .. . . . . . . . . Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300 • 00•a>tid fig•brill•A • •• •• r • • • • • • • • • • SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection HurricanMitigation. oot sonstru�ted with.BC nor a 1994 Revised on 5/21/2009 MIAMI MIAMI-DADE COUNTY ME, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 1805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION ( 1 Mi—i.Florida 33175-2474 1 NOTICE OF ACCEPTANCE (NOA) T(www. iami F c.go econo y www miamidadc.eov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section.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 Build;r^Code including the High Velocity 14uninane or;;-of the Florida Building Code. DESCRIPTION:GAF Conventional Built-Up Roof Systems for v:ood 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 tVbuth2j5: ; ••• ; •• The submitted documentation was reviewed by Jorge L.Acebo. •. ..• .•.• . • • . . ... . .. ... .. . . . .. y • • �:' WdA l?oi:13-01;222.15• MIAMFOApECOUNTY '•0 . Es pii'stiot►ba4e6 11:04/b8 : •• Page I of 16 ••• • • • • 0:0•• • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: BUR Deck Type l: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutFire Barrier Coating,VersaShield o Fire Resistant Roof Deck Protection or (optional) Securock"'Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima'"Base Sheet,Stratavene Eliminator""Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoid®SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPly'"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 tw rows 12"o.c.in the field. (Maximum Design Pressure-45 psf.See General LhW ation#7) GAFGLAe Ply 4,GAFGLAS®F1exPly'"6,GAFGLA #75 Base Sheet or any of above base sheets attached to deck with DrillTec°' #12 Faste r or Drill•Tec"#14 and Drill- Tec'"3"Steel Plate,Drill-Tec"'AccuTrae Flat Plate or rill-Tec"`AccuTrae Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. I he other rows_are equally spaced. µ approximately 12"o.c.in the field of the sheet. (M6L,,;RWm Design Pressure-0 psf.See t eneral Lind ation#7) GAFGLAS®Flex Ply`"6,GAFGLAS®#75 Rase ghees ' any o€above base sheets attached to deck with approved annular ring shank nails and tinat a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the fiel . (Maximum Design Pressure 52.5 psf.See General L Ration#7) GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ru ecoid®Mop Smooth,base sheet attached to deck with approved 1'/."annular ring shank i ails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows ggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure-60 psf.See General Lim'ation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-T,,c"" #12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tee 3"Steel Plate,Drill-TecT" AccuTrac®Flat Plate or Drill-Tec7 AccuTrace Recessec Plate 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced i pproximatelY'9"O.C.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limi Xion#7) Any of above Base sheets attached to deck approved ann Aar ring shank nails and 3" inverted Drill-Tec'"insulation plates at a fastener spy din E 9"o..at the4"lap�s4aggered in two rows 9 in the field. . . . . . . (Maximum Design Pressure—60 psf.See Generall imi :ons O * - - : : . ..• ' '�oAR�1o.: 1348220ShunMtnanECotnrnr '.: : Fvx9i4-atiQd Date: Cl/0411C ' A'ApPov%Date: �i06/b4 •• • Page 14 of 16 • . ••• • • • • • •• • • • •• •• Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" (Continued) #12 Fastener or Drill-Tec"' 414 Fastener and Drill-Tec'" "Steel Plate,Drill-Tec"' AccuTrae Flat Plate or Drill-Tec—AccuTraco Recessed Plate 8"o.c.in 4 rows.One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limh ation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 r GAFGLAS®4 80 Ultima Base Sheet adhered in a full mopping o approve asp alt applied within the EV range and at a rate of 2040 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Su C Sheet or GAFGLAS' EnergyCap BUR Mineral Surfaced Cap Sheet adh ed in a fu11 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufactu er's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bsJsq.and 300 lbsJsq.respectively in a flood coat of,proved asphalt at 60 IbsJsq. 2. Topcoat Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options .. ... . . . . . .. •0: •i• 9 440A�.: 131922&15• EC • • Eat"Gov Daty 1.1/04019- ! 1 •i i• •A gljovk hare: 4041,; Page rg of 1v` • • • • • • • • • • • •• •• • • • •• •• WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply'"6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/"DensDeck7 Roof Board or''/�"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: i. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fwa 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 IbsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE S. 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. Faster::.. -pacing for mechanical attachment of a--chcr/ba"sheet o� membranc attachment is based on a minimum - fastener resistance value in coniunction with the maximum design value listed within a specific sysirryi. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Fcgistered 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 1 I 1 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 comers).(Wheel 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 61 G20-3 of the Florida Administrative Code. •• ••• • • • • • •• END OF THIS ACCEPTANCE .: •. . • . . . . . .. ...• .. . . . .. huAMFDADECOUNTY ••: : FxjA-fis18 Dale: ;1/0111 . O , • •• A%woaaj Oate: titi'Q p Page 16 of 16 • • • • • • • • • • • •• •• • • • •• •• TG1 VAI*306-Roofing Systems http://database-ul-com/cgi-bin/XYV/template,LISEXT/lFI:AMF-/,.3 ONLINE CFRTIFIPATIONS DIRFGTOR�' TGFU.R1306 Roofing Systems Page_Bottom Roofing Systems See General Inform h+n for Poorm s l,tp_q GAF 1 CAMPUS DR R1306 PARSiPPANY,N3 07054 USA "RUBEROIDO 20 Smooth"or"RUBEROIDO Mop Smooth"or"RUBEROID®Mop Smooth 1.5"may be utilized as an alternate to Type G2 "GAFGLAS@#75 Base Sheet"or'Th-Ply®#75 Base She,-t"or"GAFGLASO#80 Ulna-Base Sheet"base sheets in any of the followingClassifications. I/z-in.thick(minimum)gypsum board or IA-IL thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck®ROOfboard"or"DensDeck®Prime Roofboard"or"DensDeck®DuraGuard—Roofboard"or IA-in.thidk(minimum)United States Gypsum Co."SECUROCK®Roof Board"('type FRX-G)or"SECUROCKO Glass-Mat Roof Board"(Type SGMRX)may be used In any existing noncombustible deck Classification.When this is done,the resulting roo system Is acceptable for use over combustible(15/32-in.thick minimum)roof decks.However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeckO Roofboard"or"DensDeck®Prime Roofboard"or"DensDeck@ DuraGuard" Rooftroard"are to offset a minimum of 6-In.with the butt joints In the roof deck.If polystyrene is part of the roof system,lt must be paced below the overayment board.I/vin,thick(minimum)"SECUROCX@ Roof Board"(Type FR)C-G)and•SECUROCK®GWss gist Roof Board,(Type SGMRX)are limited to a maximum 3;12 slope when raced over a combustible deck in a system with any UL Classl d insulation except polystyrene. Multiple plies of Type GJ.";;,�TGLASO Pei 4"ur"Tri=P"Ply 4"or"GAFGLAS@ Flex Py 6"or"Tri-ft@ URra-Flexvle Rif 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck®Roofboar!`or"DensDeckO Pri n, %ofboard"ar"DensDedc@ DnaaGuardTM Roafbrarf"an hot reofLng g-+ "EnergyGuard—Ultra"is an acceptable awerr"ate to"u,rrgyGuardTM In any,applicable Classification. "GAFGLAS@ Stratavent®Nallable Venting Base Sheet"may be mechanically fastened or fully adhered with hot-rorifing asphalt over rroncombustble decks and as a recover over existing roof systems. EnargyGuardl Perilte insulation"may be utilized as a cover board over"EnergyGuard—"In any of the following systems. Unless otherwise Indicated,the roof insulation Is mechanica9y fastened,fully adhered with hot roofing asphalt or UL Classified lLL*+thaneIna"latinn adhesive.Polystyrene referenced in any of the following Classifications Include Insulation. Unless otherwise Indicated,all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's hfilalujt nn inctr irr n- (excluding LRF Adhesive 0)in any applicable Non-Combustible Roof Deck Classifications. "EnergyGuard' Tapered"Is an acceptable alternate to"EnergyGuard—in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLASO#75 Base Sheet"or"Tri-Fly®475 Base Sheet"or"GAFGLAS@#80 Ulurna-Base Sheet")Is a suitable alternate for Type G asphalt glass fiber ply sheet("GAFGLASO Ply 4"or""Ri-Pyp Ply 4"or"GAFGLAS@ Flex Py 6"or"Tri-Py0 Ultra- Fiexibie Py 6")in the Mass A,B or C roof systems indkated Celow. The roof deck may fist be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLASO StratavertO Nadabie YenUig Base Sheet"or"GAFGL"Stratavent®Perforated Venting Base S;neet".Perforated base sheets to be loose laid or fully adhered wr„hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or"Tri-Plyo#75 Base Sheet"or"GAFGLASO#80 Uibmal Base Sheet"or"GAFGLAS@ Stratavent®Nallable Venting Base Sheet")may be substituted for Type CIesphaloglass fiMer pj sT_-ela(OSAFGLAS@ Py 4"or"Tri-Ply®Ply 4"or"GAFGLASO Flex Py 6"or"Tri-Py(D Ultra-Flexible Ply 6")as the na14 base plyen ting}rplpwigg srstWn% Bottom ply or base sheet may be fully adhered with[not roofing •• • • •• asphalt or mechanically fastened. Unless otherwise Indicated,all Insulations may be fully adhered with hot roofing asphalt or mechanically fasteied•• • • • •• "GAFGLASO Flashing"or"RUBEROID©"may be used for flashing In any of the Class A,B or C systerasaWted b%%v& ••• *00 • When"perfite"is referenced,this Includes any UL Classified perilte insulation. 0 e •• •• Crushed stones or slag are suitable alternates for gravel in any of the Class A,B or C systemse*ed. i• ••• *9* i• ••• of 45 • • • • • • • • ••• •••;9/15/2015 9:55 PM ••• • • • ••• • • TCiFU.R13D6 Roofing Systems http://database.ul.com/cgi-biuvXYV/template/I,ISEXT/1 FRAME/s.. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of'h-in.minimum thick gypsum board Is an acceptable alternate for minimum insulation overC-15/32 thick roof decks. The use Of polystyrene ins r board between minimum 3/4-in.thick perlite board and deck with rosin paper(perlite/rosin paperypOlystyrene /perUte)is a suitable alternate for polylsocyanurate board In the following Class A,B or C systems. Trumbull"Perna Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGI-AS@#80 Ultima-Base Sheet"may be used In any of the following systems. "GAFGLAS@ Flex Ply 6"and'Tri-Ply®Ultra-Flexible Ply 6"are suitable alternates to"GAFGIASO Ph,6 "GAFTEMP Perrnaite Recover Board"may be used in lieu of any periite Insulation in any of the following NC Classification;. Unless otherwk a Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with'TOPCOAT®Fireshlela Ma"at 214 to 3-gaV100-ft2. Class A,B and C Hot roofing asphalt,for use with glass felts or modified bitumen . "RUBER01t)&Heat Weld"SBS roofing membranes may be used In lieu of"RUBEROMO Mop"SBS roofing membranes in any applicable Classification. Class A I.Deck:C-15/32 Irrcllrra:3 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck®Roofboard"or"DensDeck@ Prime Roofboard"or'DensDeck@ DuraGuard,,,Roofboard,minimum,/4-Inthick,or United States Gypsum Co."SECUROCK®Roof Board" (Type FRX-G)or"SECUROCK®Glass-Mat Roof Board"CAW SGMRX),minimum 1/4-in.thick. Insulation:—One or more layers perflte or wood fiber or glass fiber or Polyisocyanurate orurethane or pe PO lyisocyanurate composite or perRe/urethane composite or wood fiber/polylsocyanurate composte or phenolic,any thickness. Pty Sheet: r Three h more pies Type G3'GAFGLAS®Ply 4"or Til-Ply®Pty 4"or'GAFGLAS@ Flex Ply 6"or"Tr!-Pty®Ultra-Flare;,y 6",fully adhered with hoot roofing asphalt. :—Gravel. 2.Deck:C=3s:3'• Indy:2 Barrier Board(Optional):—One or more layers Georgia-Pacific GYpst..,.LLC"DensDeckp Roofboard"or"DensDeck@ PI"e Roofboard"or"DensDeck®DuraGuardl Roofhoard°,minimum'A-In.thick,or United States Gypsum Co."SECURUCAtl koof Board" (Type FRX-G)or'SECUROCK@ Glazss-Mat Rov,uoard"(Type SGMRX),minimum A-ar. Insulation:—One or more layers peKte or wood fiber or glass fiber or Polythick.isocyarturate Or composite or perite/urethane composite Or wood fiber/poiylsocyanurate composte or urethane ephenolic,any q�kknthane or perfte/�lyisocyanurates Ply Sheet: r Three or more pies Type G "GAFGLAS©Py 4"or'Tri-Ply®Ph,4"or"GAFGLASO Flex Ply 6"or"Tri-ply(n)Ultra-Flexible ply ' 6",fully adhered with cwt rooting asphalt. Cap Sheet:—'Type G3"GAFGLAS@ M6neral Surfaced Cap Sheet"or"SheetTri-Pl/@ BUR Granule Cap Sheet"ol•"GAFGL :gy�a.,, Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt gS(�E 3.Deck:NC Irmfirm;2 Barrios Board(OPtbnal):—'One or more layers Georgia-Pacific G ypsurn. LLC Roofboard"or'DerrsDeck@ DuraGuard-Roofboard",minimum'/4-in.thick, r United�St to ckS G Gypsum Co.."Cllr ROCKp Prime (Type FRX-G)or"SECUROCK0 Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-In.thick, Ypsum C ",_CUROCK@ Roof Board" Insulation(Optional):—One or more layers perste Or wood fiber or glass fiber or poiyisocyanurate or urethane or Perite/polYisocyanurate composite or peiiite/urethane composite or wood fiber/polyBocyanurate composite or phenols,2-in,maximum. Py Sheet:—TWO or more piles Type Gi'GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGtAS®Flex Ply 6"or"Tri-P"Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. CaP Sheets—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Td-Pyp BUR GranuleSh Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt Cap eet"or"GAFGLAS®t tlprgyCap," 4.Deck:C-15/32 . frrdirre:l Sheet[Optional•—Red rosin Paper;nailed to deck. Insrrlatbn(Optbna —Any thickness perrite or wood fiber n:glass floes or OMG lnc."O y�eningi System"or any UL Classified Insulation adhesive.�ly�o�anur�se r9iF�laNFal{Y n�oriidhe•ss1 with Base Sheat:= One Ph' G2"GAFGLAS #75 Base Sheet"or'Th P • " • • • i • i i a or"GAFGLA_® tra vent®Na ® lyA#7- Base Shi or eating Base t,mechanically fastened. GII�GI ®�Sr3 Uli *0 Bs i Sheet' ;moi S_heat:—One or more pies Tvce Gf"GAFGLAS®Py 4"or"Tri- • • • •• 6",tufty a ered w h hot roofing asphat. f'h®Ply 4°or GAFGL�p F�:Z sly 6--.'r,ri-Ply®Utre-Flexible Ply Cap Sheet:—TV pe G3'GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-P Mineral-Surfaced Cap et, adhered wit of roo in as to ly@ BUR Granule Cap Sheet"or°GA000 E Ca •�• C°a_ flog(_OPtbna�'—°fOPCOATtgi Ene .,, 9 P • 406 ••• ••• iSI`W Cap rgyCote Elastomeric Coating"or"TOPCOAT�i-R • • • • • • Coating",applied at a rate of 2-gal/100-R?. 8 s Pl:"o."T.►COA 0 3226Whit�Elaj-jerk 5.Dec*:NC •• • • • • • Iodine:J ••• • • • • ••• • • 2 of 45 • • • • • • • • • • • • • • • • • • •i• i• •i ••• •i• i• 415/2015 9:55 PM ♦5'0R19'a = �- 2 Z014 Miami shores Village sell u... Building Department 3Y - 10050 N.E.2nd Avenue Iii RSA 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 I Re: Owner's Name: leaf Q � ft A kCAI Property Address: +4± 1✓ 16 f S Roofing Permit Number: Dear..Building Official: I ' ..Jsa . Cf ww-A L-TIF. certify that I am not required to retrofit the roof to wall connections of my building because: NThe 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) p[ Gy P srr� ��--• �1^�1,'c'.sS.-l'�`j fl.l n1 Signature Print Name 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 �� day of C�C��'-- �i2 1 Notary Public, Sate of Florida at Large o ; • When the just valuation of the structure for purpose of ad valorem taxation is equal to or mor 00-0,� ad(iR*g was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roofs l'Gormct�lumoe��llit ation. >, s®q. Revised on 5/2112009 Property Search Application - Miami-Dade County Page 1 of 1 OFFICE PROPERTY Summary Report Generated On: 10/22/2014 Property Information Folio: 11-3206-017-0461 Property Address: 444 NE 101 ST Owner PEARL J FINKELSTEIN 444 NE 101 ST Mailing Address MIAMI , FL 33138-2449 Primary Zone 1200 SGL FAMILY-2501-2800 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 4/4/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,780 Sq.Ft Lot Size 11,500 Sq.Ft Taxable Value Information Year Built 1945 2014 2013 2012 Assessment Information County Exemption Value $50,500 $50,500 $50,500 Year 2014 2013 2012 Taxable Value $244,2191 $239,864 $235,011 Land Value $241,408 $214,061 $164,836 School Board Building Value $328,573 $328,998 $367,786 Exemption Value $25,500 $25,500 $25,500 XF Value $24,918 1 $25,161 $31,868 -- Taxable Value $269,219 $264,864 $260,011 Market Value $594,899 $568,220 $564,490 City Assessed Value $294,719 $290,364 $285,511 Exemption Value $50,500 $50,500 $50,500 Benefits Information Taxable Value $244,219 $239,864 $235,011 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,500 $50,500 $50,500 Cap Reduction $300,180 $277,856 $278,979 Taxable Value $244,219 $239,864 $235,011 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead p Previous Sale Price OR Book-Page Qualification Description Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOTS 6&7 BLK 90 LOT SIZE 100.000 X 115 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/22/2014 AOF ASSEMBLIES AND ROOFTOP STRUCTURES OCT 24 204 ` Florida Building Code Edition4mW 10 LBY High-Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) LI� M t r o. Process No. n or Name 0V\—'% Job Address 4A 10 1 S / + c _Sa °QA f RGGF CATEGORY A,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 4t(Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slo Ro f re F I Steep Sloped Roof Area(SF) a Total (SF) 100 4� ¢, R (Rnof Plan) Sketch Roo Pla us all e a se,A ns,roof drains,scuppers,overflow scuppers and overflow drains. Include di ens' of s ctio a Is j rly identify dimensions of elevated pressure zones and location of parapets. r O J .� I S • . . . . b iCAI •00 so • •pe .0• •0 41 4, • CI • •• • • •• • ••• ••• • • • • ••• • • • • • • • • • • • • FLORIDA BUILDINQ,-qOQL•—9FUtljiNr;• ;• •; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code EditionwRAft1■•2.®otO High-Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: ON- Fill N-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") System Manufacturer: (-��f Q (I fA,C a Field: "oc @ Lap,#Rows � @—Lot oc Perimeter: "oc @ Lap,#Rows4- @ L "oc Product Approval No.: 13 -04-2 J -001 Corner:—L"oc @ Lap,#Rows °�@ oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: If A, Pmaxl: —411 Pmax2: Pmax3: I08 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: b uJat� Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing,Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base o� Flashing,Component Material, Material Thickness, Fastener Slope: I = 12 Type, Fastener Spacing or Submit Anchor/Base Sheet&No.of Ply(s): # Anchor/Bse Sreet Fa tener/Bonding Material: Insulation Base Layer: N Base Insulation Size and Thickness: A FT. Base Insulation Fastener/Bonding Material: ,1 P et N �6 &A 46A I 'P eig t Top Insulation Layer: ,,. N e-� � i Top insulation Size and Thickness: � Z FT Top Insulation Fastener/Bonding Material: r\ Vj4A �0 � Mean Roof Base Sheet(s)&No.of Ply(s): Height Base Sheet Fastener/Bonding Material: �L5 ( CAt� •• • • • • • • Ply Sheets}S No.c> �ly;s):_ 0 Al fC . t, • •• • • • • • • • � � r r • 0 . 00 . 0 . Ply Sheet Fas�enerelhondingA aterial:- d 1 01 1 • ••• • •• • • • ,+ fA Top Ply: : ;aq- ), LC f lam d • • • • i• • 19 Top Ply FasfeneIr/Bonding Material: • r_ S �bk • • • . . . . . • . FLORIDA BUIL DINS CODE-BU ILJ)!N J• • MIAMa Em )e1H,errrkq Excellence Every Day" SECTION 1524 IGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner 'ith the required roofing permit,and to explain to the owner the content of this section. The provisions of hapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the idustry for roofing system installations. Additionally,the following items should be addressed as part of the ;reement between the owner and the contractor. The owner's initial in the designated space indicates that the em has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one are for the purpose of providing that the roofing system meets the wind resistance and water intrusion -.rformance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. .esthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be ;nai ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common roofs: Common roofs are those which have no visible delineation between neighboring nits i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or wner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be iewe from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail .-netrations of the underside of the decking may not be acceptable.The owner provides the option of iaintaining this appearance. I 5.Ponding water: The current roof system and/or deck of the building may not drain well and may ruse water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural istress and may require the review of a professional structural engineer. Ponding may shorten the life Kpectancy and performance of the new roofing system. Ponding conditions may not be evident until the origins )ofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ver baded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if verflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordant( •ith the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. `7.Ventilation: Most roof structures should have some ability to vent natural airflow through the iteri r of the structuraL45senlb1X (tbe.buiWing itself). The existing amount of attic ventilation shall not be ;duced. Exception; Attic• ; jej, apiijUed by a Florida-licensed engineer or registered architect to eliminate (e attic venting,verrting9h• ;natW required. A lwner's/Agent's Signjure: . . .. �. Date: ontractor's Signature:• ' ' % Permit Number: roperty Address: ... . . . . ... . . . . . . . . . . . . • •• •• • • • •• •• MIAMI-DADE COUNTY MIAMaRO PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up 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'i ptc?to&i at die jab'gite at the request of the Building Official. . .. . . . . ... . This NOA revise's an'd'Tenews 90,914o.'07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. • NOA No.: 13-0424.09 MIAMI•®m • • • • � Expiration Date: 11/04/14 Approval Date: 10/31/13 Pagel of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 ROOFING SYSTEM APPROVAL Cateeory• Roofing Sub-Cateeorv• BUR Material: Fiberglass Deck 11M Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37'(1 meter) ASTM D 4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 UltimaTM 39.37'(1 meter) ASTM D 4601 Type Il asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly'6 39.37'(1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37'(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.37'(1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCapT' 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote'.' GAFGLAS Stratavene 39.37"(1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator""'Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS Stratavene 39.37"(1 meter) ASTM D 4897 A nailable,fiberglass base sheet impregnated and Eliminator'*mNailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D 6164 Non-Woven Polyester mat coated with polymer- Weld"'"Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D 6164 Non-Woven Polyester mat coated with polymer- Weld'M 25 .. ... . . wide .. modified asphalt and smooth surfaced. Ruberoid®20 •; :0$$.3j"jtanelq) ASTM D 6163 SBS modified asphalt base sheet reinforce with a " ' Wide " glass fiber mat. . •.• ••• •.• . •.• ... . . • • •• NOA No.: 13-0424.09 MIAMI DARE C N Y • • • • �- Expiration Date: 11/04/14 Approval Date: 10/31/13 ••• ••• Page 2 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid®Mop Smooth 39.37'(1 meter) ASTM D 6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. FireOut-M Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield®Fire 350 sq ft.roll ASTM D 226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuarC Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTm RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuardTM RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securock®Gypsum-Fiber Roof Board Gypsum roof board USG Corporation Structodek®High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. .. ... . . . . . .. .. . . . . %: . .. ... .. . . . .. . ... ... ... . ... • '• NOA No.: 13-0424.09 MIAMMADECOUNTY Expiration Date: 11/04/14 MF Approval Date: 10/31/13 • • . • Page 3 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-TecTM#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec""ASAP 3S Drill-TecTM#12 Fastener Various GAF with Drill-TecTM 3" Standard Steel Plate 5. Drill-TecTM 3" Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec"' fasteners. 6. Drill-TecTM 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec"*' fasteners. 7. Drill-Tec""AccuTrac Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-TecTM#12 Fastener, Drill-TecTM#14 Fastener and Drill-Tec""#15 Fastener. 8. Drill-TecTM AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-TecTM fasteners. .• ••• . . . . . •• •• ••• •• • • • •• • ••• ••• ••• • ••• • • • • • • • • • • • • •• NOA No.: 13-0424.09 MIAM4DADE C UN • • • • FTE-1-no,,,� �� Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 4of17 . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED: Test ALYencv Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.1. 3139Q1.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. ODIA8.AM 4470-TAS 114 07/29/94 J.I. OY9Q5.AM 4470-TAS 114 04/01/98 3029832 4470-TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF-084-02-01 ASTM D 6083 05/09/06 GAF-314-02-01 ASTM D 2178 08/23/11 GAF-315-02-01 ASTM D 2178 08/23/11 GAF-276-02-01 Rev ASTM D 6083 12/16/10 GAF-276-02-02 ASTM D 226 11/15/10 GAF-270-02-02 ASTM D 226 11/15/10 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G6850.08.07-1 ASTM D 3909 08/13/07 G34140.04.11-4 ASTM D 6401 04/25/11 G30250.02.10-3-R1 ASTM D 3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 G34140.04.11-5-R1 ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• ••• ••• . ••• ••• • • • . . • :00 :•• •0 0 NOA No.: 13-0424.09 MIAMI-DADEC uN Expiration Date: 11/04/14 Eamm Approval Date: 10/31/13 ••• ••• • Page 5of 17 . . . V: . . . . . •• •• 00 • •• •• ... . . . ... . . Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 UltimaTM Base Sheet, Stratavent®Eliminatofrm Nailable Venting Base Sheet, Ruberoid®20, Ruberoid®SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM 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. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPlyTM 6,GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM#14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Flex P1yTM 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—52.5 psf,See General Limitation#7) GAFGLAS®#80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid®Mop Smooth,base sheet attached to deck with approved 11/a"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9"o.c. in the center of the membrane. (Maximum 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 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3"Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate 12"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) .. ... An}i ofabvve.$ase sheets attached to deck approved annular ring shank nails and 3" •in jetted J41 TecTM insulation plates at a fastener spacing of 9" o.c.at the 4" lap staggered ..; •.=n t�vb Co�$s 9"•in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) . ... ... ... . ... • • • • •• NOA No.: 13-0424.09 MILAW C UN ' ' ' ' I■ a,,,� � Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrace Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS2 #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Above .. ••• . . • . . •• . .. . . . . ... . . . .. ... .. . . . .. . ••• ••• ••• . ••• .. . . . . . . . . .. .. . • • • •• NOA No.: 13-0424.09 MAMI•DADE COUNTY • • • • � � Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTm Roof Board or ''/z" 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 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 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 psessawe,zones(i.e.,pecimeters,extended corners and corners). (When this limitation is specifically referred*: n h thiiss$dA,l(�nernl Limitation#7 will not be applicable.) 10. All produrt,§yisJ;j* *in§had l=ave a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. •;• ••; ••; EN- ROF THIS ACCEPTANCE ... * : : • • goo •• NOA No.: 13-0424.09 MAMMADECOUNTY Expiration Date:11/04/14 ... . . . . ... . . Approval Date: 10/31/13 Page 17 of 17 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ONLINE GERTIFIt►BTIebS iDIiREGTQRY TGFU.RI306 Roofing Systems Page Bottom Roofing SysteMs See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA,DDA GAF R1306 1361 ALPS RD WAYNE,N7 07470 USA "Ruberoide 20"or"Ruberoift 20 HT"or"Ruberoide Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets in any of the fblbwing Classifications. Vi-in.thick(minimum)gypsum board or 1/4-In.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofhoard,""DensDeck Prime®Roofboard"or"DensDeck DuraGuard'''Roofboard"may be used in any existing noncombustible deck Classification.When this Is done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks.However,the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC"DensDecke Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard"'Roofboard"are to offset a minimum of 6-in.with the butt joints in the roof deck_IF polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple piles of"GAFGLASe Ply 4"or"Tri-P"Ply 4"or'?ri-Plye Ply 6"may.be adhered to Georgia-Pack Gypsum LLC"DensDeck e Roofboard,'"DensDeck Primee Roofboard"or"DensDeck DuraGuard'7"Roofboard"in hot roofing asphalt. "EnergyGuard"'Ultra"is an acceptable alternate to"EnergyGuard"'RF"in any applicable Classification. "GAF Stratavente Ell minator""Venting Base Sheet(Natiable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLASe Partite Insulation"may be utilized as a cover board over"EnergyGuardTm RF"insulation in any of the fotiowing systems. Unless otherwise'indicated,the roof hwintion is mechanically fastened,adhered with hot mopping asphalt or urethane Insulation adhesive.Polystyrene referenced in any of the fo9owing ClassWK:atbns Include"EnergyGuard" EPS Insulation". References to glass finer Insulation Include"EnergyGuard Fiberglass Insulation". "EnergyGuard'Tapered"Is an acceptable alternate to"EnergyGuardT "in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT 01 Type G2 asphaltt glass mat base sheet( et or'TA-Plye#75 Base Sheet",or"GAFGLASe#80 ULTIMA")is a suitable alternate for Type G1 asphalt glass fiber ply sheet(" W4"or'Tri-Ply®Ply 4",or"GAFGLAS®Ply 6") in the Class A,B or C roof systems indicated below. The roof deck may fust be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ Eliminator"' Venting Base Sheet(Perforated)"or"GAF Stratavente Effminator"'Venting Base Sheet(Nadable).7 Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nalleble base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLASe #75 Base Sheet"or'Tri-Ply®#75 Base Sheet"or"GAFGIAS®#80 ULTDW or"GAF Stratavente Eliminator'Venting Base Sheet(Nailable)"may be substituted for Type GI asphalt glass fiber ply sheet ("GAFGLASe Ply 4"or"Tri-Pty®Ply 4"or"GAFGtASe Ply 6")as the nalled base ply in the following systems. Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. Unless otherfise iridic t�k�iff splajbo Cnay be hot mopped or mechanically fastened. •u • • "GFGLASe¢ath4•ofF % Wg•p•"•n6oY.• te used for flashing in any of the Class A,B or C systems listed below. When"perlite"is referenced,this includes"GAFTEMP PERMALITEe"or any other UL Classified pante insulation. Crushed 4one 8C&g afe•4.ntliblb alteptajes'ipbt gravel in any of the Class A,B or C systems fisted. Structurafcejneri.nbgr Sjldk4 upits'a4 Qonsppred suitable to be Included as a deck in the following Class A,B or C systems fated over C-15/32 or IAC. ' • • •• • The use of gypsum board under arty of the foilowing Class A,B or C systems does not adversely affect the rating.The use of/rin. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• i of 53 "' ' ' "• ' ' 5/2/2013 4:38 PN minimum thick gypsum board is an acre to alternate for minimum Insulation over C-15/32 .ck roof decor. The use of polystyrene Insulation board between minimum%-In.thick perfite board and deck with rosin paper(perllte/rosin paper/polystyrene/perke)is a suitable alternate for poVwcyanurate board In the following Class A,B or C systems. "ExnergyGuardm RA"or"Tapered EnergyGuard`°°RA"or"EnergyGuardm Composite RA"may ue substituted for ar.y Atlas Roofing Corp. polylsocyanurate Insulation in any of the following Classifications. Trumbull"Penna Mop°may be utii¢ed with any of the following"Asphalt Felt Systems with Hot-Roofing Asphalt". "GAFGLASO#80 Premium Base Sheet"may be used in any of the following systems. 'GAFGLASO Flex Ply 6"and'!` iWy®Ultra-Flexibb Ply 6"are suitable aftemates to'GAFGLAS®Ply 6". "GAFTEMP Permalite Recover Board"may be used In lieu of any perlite insulation in any of the-fvflow6tj N:.-ClassJLatior.s. Unless otherwise indicated,any of the Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshfelo MB"at 21/2 to 3-gal/100-ft2. "RuberoldO Dual Smooth"may be used as an alternate to "RuberoIn®Mop Smooth"or"Ruberoid®20"or'Ruberofdp 20 HT" °Ruberold®Mop Smooth 15"may be used as an alternate to"Ruberokle Mop Smooth" Class A,B and C Hot roofing asphalt,for use with organic and glass fells or modified bitumen membranes. 'Ruberofd®Heat,Weld"SBS roofing membrane may be used In reu of"Ruberoid®Mop"SBS products in any applicable Classiication. Cbms A 1'.Decic C-15/32 Incline:3 Insubtbn(Optical):—One or more layers perilte or wood fiber or glass fiber or polylsocyanurate or urethane or per6te/polylsocyanurate composite or perlte/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Pfd+Sheet:—Three or more plies Type G1 or"GAFGLAS®Ply 4°or'Tri-Ply®Ply 4°or"GAFGLASO Ply 6"hot mopped. Surfacing:—Gravel. 2.Dedc C-15132 Ind 2 Insubtbm(OptiouaW—One or more layers perRm or wood fiber or glass fiber or polyisoeyanurate or urethane or perste/polyisocyanurate'composlte orperlte/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLASO Ply 4"or°Tri-l"Ply 4"orGAFGLASO Ply 6". Cap Sheet:—One ply Type G3'GAFGLASO Mineral Surfaced Cap Sheet°or'Td-Ply®Mineral Surfaced Cap Sheet"or "GAFGLAS® EnergyCapTm BUR Mineral Surfaced Cap Sheet.' 3.Dealt NC Ind 2 Insubtbn(Optbni dt):—One or more layers per6te,wood fiber,glass firer,polylsocyanurate,urethan, perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polylsocyanurate composite,phenofrc,2-in. maximum. Ply Sheet:—Two or more pis Type GI'GAFGLASO Ply 4",'Tri-Ply®Ply 4'or"GAFGLASO Ply 6". Cap Sheet:—One ply Type G3"GAFGLASS Mineral Surfaced Cap Sheet'or'Tri-PiyO Mineral Surfaced Cap Sheet"or "GAFGLASO EnergyCap7"BUR Mineral Surfaced Cap Sheet.' 4.Decle C-15/32 Incline:1 Slip Sheet(Optimal):—Red rosin paper,naffed to deck. Insulation(optional):—Any thickness perhte or wood fiber or glass fiber or poyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classed Insulation adhesive. BaspSheet:—fly Type G2° "or'TA-Ply®#75 Base Sheet"(may be nailed). NVoSUGM—One or Type GI"Cx /4'or"Ttl-Ply®Ply 4"or GAFGLASO Ply 6". . C>a ASheet:—One ply Type G3° hest"or`Tri-Py®Mineral Surfaced Cap Sheet"or "GAFGLASO EnergyCapT"BUR Mineral Surfaced Cap Sheet." Sur TI). j0P.Cq 110 EnergyCote--applied at a rate of 2-gal/100-ft2. 5.Devic NC•• *i i s i i i•. Ind 3 •• ••• •r • • • •• Base Sheet:—One ply Type G2'GAFGLASO*75 Base Sheet"or'Tlr-Ply®*75 Base Sheet". Ply Sheet:—One or more pies Type G1'GAFGLASO Py 4"or'Tdi Py@ Py 4"or"GAFGLASO Py 6". l3%p SN&—1514 pVVpe g3; ` oti�xa� )efi eri,tg ExCerle"Ce Every Day" SECTION 1524 IGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner 'ith the required roofing permit,and to explain to the owner the content of this section. The provisions of hapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the idustry for roofing system installations. Additionally,the following items should be addressed as part of the areement between the owner and the contractor. The owner's initial in the designated space indicates that the em has been explained. /` 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion -.rformance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. .esthetic issues such as color or architectural appearance,that are not part of a zoning code, should be addressed part of the agreement between the owner and the contractor. 0 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be ;nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common roofs: Common roofs are those which have no visible delineation between neighboring nits (i.e.townhouses,condominiums,etc.). In buildings with common roofs, the roofing contractor and/or wner should notify the occupants of adjacent units of roofing work to be performed. r4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be iewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail -Inetrations of the underside of the decking may not be acceptable.The owner provides the option of taintaining this appearance. r5.Ponding water: The current roof system and/or deck of the building may not drain well and may fuse water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural istress and may require the review of a professional structural engineer. Ponding may shorten the life Kpectancy and performance of the new roofing system. Ponding conditions may not be evident until the origina )ofing system is removed. Ponding conditions should be corrected. verl� 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not aded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if verflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordanc( 'ith the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the iterior of the strupftral pjegnbiy the building itself). The existing amount of attic ventilation shall not be ;duced. Exception.: Alt' V Ac1sj<cs1gped by a Florida-licensed engineer or registered architect to eliminate ie attic venting,ventih'g s Y1 dot be'rd4uired. lwner's/Agent's Siggwur •:• Date: A V: • • • • • ontractor's SignlurV •.• :. Permit Number: roperty Address:... J- PC I.o . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Miami Shores Village FBY: ,, IVED Building Department 7 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2V BUILDING Master Permit No. RC /Z/3 2,795 PERMIT APPLICATION Sub Permit No. /{F / leo 18/o BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ;?CHANGE OF [—] CANCELLATION ❑ SHOP / / CONTRACTOR DRAWINGS JOB ADDRESS: � `7'� N6 /0/, It „sr City Miami Shores County: Miami Dade Zip: 3 313 k Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: RF5 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �C^/ L /-I/(//�E4s,rgrl V Phone#: 305' MVYJs Address: t City: / State: Zip: 33130 Tenant/Lessee Name: Phone#: Email: — ��/! 6Z 31 19 CONTRACTOR:Company Name: UG1A/r7 L o�✓sr/jy Gr/��✓ hone#: Address: / z City: Ukm ^ N S ate: Zip: 330 -7.5 Qualifier Name: Phone#: l p 5V Tb 7' Al State Certification or Registration#: CC( 40-5'7 2 Certificate of Competency#: / DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 4200, 10Square/Linear Footage of Work: /Z L F Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work:��Z�O E D~AC 1-46069 DN 646ze EX4 4-r west' S/d£ 6F NoV*E d OR"W Ed AE Ft/J3„"A 7D cn111627 a*7- 2 ice' ro 6 v 7r6/1 S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ,/ TOTAL FEE NOW DUE$�T. (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) i 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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,- -certified copy of-the recordedwatice ofcommencement-mtist b-e posted at-the�oI5Yit�e 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 Signature L�ZOWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged bef+or me this _day of � `� 20 13 by day of �� 20 l .by � � c 11\1�rG ��uvPfo is personally known to fll 1414 e s ! ] ho is personally known to me or who has produced�� 9�1QQ2- LIC` i�DEas me or who has produced J� Va as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � 'Q11:0— OA $J7(`bpv Sign: Sign: / ` .. , Print: Print: Seal o�gY°6a,, Notary Public State of Florida e T Sindia Alvarez Seal: �® qQ My Commission FF 156750 oF�o Expires 09/03/2018 sr� T'6 a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 6 0 N Miami shores Village logo Building Department fi,��R'�p► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): ° - Phone#:?,(,,,�;�' Owner's Address: e City: �f�l4bi State Zip Code:_�� Job Address (Of where work is being done): N14- D 6-4 J t' City: Miami Shores /` _ State:—Florida �+ Zip Code: 33/3 ff Contractor's Company Name:_ UG/�1/4 Cnd d57l?&Cr1/A Ph n#: J.S o v 7�� ,�/.Sr� Address: �0 &x 9 12- City: D f'2(/vL tate: Zip Code: 330-75 Qualifier's Name: C- l/6!i✓S Lic. Number: CCC OS-72 rl8" Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: QEPA/2 1-^CI4 4-r7 t,/nor- S/Df 9t ANOPIAC 604,' 1-toovIW4 Mfr alrmA hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all lega involvement. Signature g Signature Owner or Agentontractor or9 chit The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this L?- day of i 2Q16,by;P,=V this tl day of_f�, 26�eby llk S e'H AIY 6'60 Who is ovally known to or who has produced who is personally known to me or who h �ry4igy� i �� it i as indentification. �� !�� :�ts a n. Notary Public: Notary Public: 4'. Sign: Sign: Seal: Seal: Florida o�pr P&LNOWYc St a of Feliciano :sion FF 082753 ,OP'212018 t HUGINS CONSTRUCTION CORP. P.O.Box 8721 Coral Springs FL 33075 CGC 015615 CCC 057278 MRHUGINS@BELLSOUTH.NET PHONE 954-75.5-2408 FAX 954-977-5156 CELL 954-464-3159 April 14,2016 Hiram Gonzalez, President Advanced Construction Services Group Inc. 5910 SW 93rd PL Miami, FL 33173 Dear Mr. Gonzalez At the request of Pearl Finkelstein and the Miami Shores Village Building Department, I am notifying you that your permit RF-1-16-186 to perform repair work at 444 NE 101 St Miami Shores, FL 33138 is being terminated immediately. Hugins Construction Corp.will file a new Building Permit Application in order to have the work completed. Respectfully Submitted, w4 4 Michael R Hugins, President USPS.com®-USPS Tracking® Pagel of 2 • ElgOsh crmton7er Service USPS Mobile Register I sign In AGUSPSCOM` USPS Trackin ® Customer Service 9 � Have questions?We're hereto help. Get Easy Tracking Updates> Sign up for My USPS. Tracking Number:70160600000030584769 Expected Delivery Day:Wednesday,April 20,2016 Product & Tracking Information Available Actions Postal Product Features: First-class Mao® Certified Mail Return Receipt Text Updates See tracking for related nem: 959094010156523-4196595 Email Updates DATE&TIME STATUS OF ITEM LOCATION April 2111,2111116,1:29 pm Deuvered MIAMI,FL 33173 Your item was delivered at 1:39 pm on April 20,2016 in MIAMI,FL 33173 April 19.2016,10:31 pm Departed LISPS Facility MIAMI,FL 33152 April 19,2016,11:10 am Arrived at LISPS Facility MIAMI,FL 33152 April 18,2016,11:23 pm Departed USPS Facility WEST PALM BEACH,FL 33416 April 18,2018,9:49 pm Arrived at USPS Facility WEST PALM BEACH,FL 33416 April 18,2016,6:48 pm Departed Post Office POMPANO BEACH,FL 33063 April 18,2016,11:38 am Acceptance POMPANO BEACH,FL 33063 Track Another Package Manage Incoming Packages Tracknlg(or recelpt)number Track all your packages from a dashboard.No , backlogmrmbers necessary. 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