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RF-09-1105
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 118373 Permit Number: RF -7 -09 -1105 Scheduled Inspection Date: September 09, 2009 Inspector: Bruhn, Norman Owner: HOLLANDER, FRANK Job Address: 1245 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone Number 305/759-9681 Parcel Number 1132050100040 Phone: 305 -757 -2612 Building Department Comments HURRICANE MITIGATION Passed '40e22 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc/ no "nno For Inspections please call: (305)762 -4949 D...., 47 S e4 Veftwerageme 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305.7954204; Fax 305 - 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Bldg.•Dept. 10050 N.E. 2nd. Avenue Miami Shores, FL. 33138 Re: Owner's Name Mr. Frank Hollander Property Address 1245 N.E. 94th. Street Roofing Permit Number RF - 7- 0 9 -1 1 0 4 Dear Building Official: I James D. Obenour certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission Rule 9B -3.047 F.A.C. ature of Qualifying Agent James D. Obenour Print Name ccc014306 License Number STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 2 8 day of , u August V (SEAL) C(Q Personaily known or Produced Identification , 20 0 9 s.1ra ii. Hart 4 Commission # DD867559 • 1 Expires: APR. 02, 2013 Bann Tan ATLANTICBONDING CO. INC Vaasa Siose4fiasfe Reif 2,e 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305-756-8972 www.miamishoresvillage.com ;E: Permit # R5-1-01 1104 DATE: jarnes D. Gbertout (Print name and circle License Type) _ icense #: CCC, a /4~3d C, INSPECTION AFFIDAVIT *elm , licensed as a (n) tractor / Engineer / Architect, FS 468 Building Inspector Dn or about ?-fir 101, 12 • co , I did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at 1 01.45 94 6frcel- (Cemplete Job Site Address) 3ased upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrof . Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large day of co,wt 2T LUC -STATE OF EDA Sand 1-li � a Cowl #DD. D367559 1 Eapi�c : AFR. 02, 2013 BOZO TEM alai= BONDING Ca. LNG "General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each nspection Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 118370 Permit Number: RF -7 -09 -1104 Scheduled Inspection Date: October 16, 2009 Inspector: Bruhn, Norman Owner: HOLLANDER, FRANK Job Address: 1245 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number 305/759 -9681 Parcel Number 1132050100040 Phone: 305 - 757 -2612 Building Department Comments RE ROOF EXISTING GARAGE ON EAST SIDE WITH GAF BUR MINERAL CAP SHEET NOA. JAPERED 150 INSULATION SOUTH 1 STORY ONLY. RED RIVER ROCK GRAVEL 212 SECTION ONLY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc October 15, 2009 For Inspections please call: (305)762-4949 Page 2 of 5 RE: Permit # R —7 alp D a d 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305-756-8972 www.miamishoresviilage.com 04- DATE: gg INSPECTION AFFIDAVIT (Print name and circle License Type) _ icense #: �CC, Dn or about is- 2Ir ( 2 :lO (Date & time) secondary water barrier work at , licensed as a (n) o traGfor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or /ate- PO- 94 &re f- 3ased upon that examination I have determined the installation was Site Address) Mitigation Retro Manual (Based od553.844 F.S) as done according to the Hurricane tate of Florida ounty of Dade: he undersigned, being the first duly swom, deposes and says that he /she is the operty mentioned. contractor for the above vom to and subscribed before me this QS Itary Public, Sate of Florida at Large C,STATE OF FLORIDA Co Sandra DD867559 meral, Building, Residential, or Roofing Contractors or any individual 7', 2 2013 �� &7ND1FiG CQ 714 ude photographs of each plane of the roof with permit # and address # clearly shown are. on the such for inspection. section marked on the deck for each Miam`iShores Village .g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 JUL 1p2e.TEVMM itg 02 Zppg Permit No. 009-11 Master Permit No. Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ate, Owner's Address /c %f ?7�" Cit} c42t' Sle /'5 State 9E./— Tenant/Lessee Name Mechanical Phone # 9 3r9- Zip 34/ 3 %". Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 3 ).•OS -d 10 -• 00 1-66 Zip .33/- p Is Building Historically Designated YES NO ti/ Contractor's Company Name e, m/ao'e WrAwmf Contractor's Address` if //, 17 f City 'tf fcid's State i Qualif er Name sidwej f2) Ogj gd ®`��. State Certificate or Registration No. ,eee NV504 Phone # r-7 7-1C/2- Architect/Engineer's Name (if applicable) zip33/''3P Phone # Certificate of Competency No. 6 eff- Phone # Value of Work For this Permit $ 57l 6to Square / Linear Footage Of Work: Type of Work: Describe Work: Addition 'QAlteration ['New Repair/Replace ❑ Demolition 805rr- %ate s ,U Submittal Fee $ 50 ` Notary $ $ '00 Scanning ** * * ** * ** * ** Fees************* * * * *** * *** **** * * ** *** * * * * * * * * ** CCF $po-c /y Technology Fee $ Zoning $ Permit Fee $ Training/Education Fee $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ k3 See Reverse side Y 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 Owner or Agent The fore ' g instrument was acknowledged before me this 33 day of ei , 20 by firelm,k. jrlb 11 G.A. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: 4"1"-- (ke("'"-L*#'..I.----- Print: s.k)Rit My Commission Expires: ROTARY POSLZSTATEOPFLORIDA Commission # DD$67559 APR. 02, 2013 .� APPLICATION APPROVED BY: Contractor The egoing instrument was acknowledged before me this 2 day of alt.ALL ,20 Di ,by %J who is personally known to me or who has produced as identification and who did take an oath. (Revised 02/08 /06) NOTARY PUBLIC: Sign: Print: My Commission Expires: Y,rC-SrriTt OVII,ORIDA Sandra D. Hirt iControl:10n #DD867559 tra'e.;s;; Plans Examiner Engineer Zoning 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 costs of any proposed improvements must be shown on the worksheet. The cost of improvements nts must and the include demolition, raw and finished materials (include those donated), labor (including volunteer - performed), construction supervision and management, and overhead and profit. A list of items the costs are to be included as well as those excluded is attached for your reference. (A Co of the Contract rac must be attached) sts of Copy Contract PROPERTY OWNER: PERMIT # / ADDRESS: /27IC FOLIO NUMBER: BASE FLOOD ELEVATION: tidc HO/(A cJ e q O CO oa° LOOD ZONE: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) EAST OF FL.CCCL: 033,606 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 6 OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 DATE: . / -O J DATE: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FiRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO c5a NO2 '3 Gd +2 t `o THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 11111111111111111111111111111111111111111 CFI,' 2009804716313 OR Bk 26921 Ps 4965; (las) RECORDED 06/30/2009 10:14:09 HARVEY RUVIWr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Spas above reserved for use of recording office 1. Legal description of property and street/address: /15- 't 9 " a.; �� .45 ,tt 1.4t4 i� FT 2. Description of improvement: 3. Owner(s) name and address: ;� f Interest in property: Name and address of fee simple t;tleholder: 4. Contractor's name, address and phone number: 1c4'6. q7 5. Surety: (Payment bond required by owner 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 om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following g persons) to receive a copy of the Lierhor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of redording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOj4E COMMENCI WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signa re s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager By 14444 Print artier pAjeo L fl /4 , e Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2' ? day of By tr%uIiT ❑ Inliividually, or ❑ as for li&Personally known, or ❑ produced the following type of identificatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, .I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ,2007 f WHUC-STATE OF FLORIDA Sandra D. Hart Cammi =.r: #DD867559 , a Expires: A,'a. C2, 2013 ) ED TERO ATLAtil:C t0 ThNO O. DISd Signature(s) of Owner(s))oorOwner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 4,1,t4 t $ / `Qi Lam- By 123.0142 PAGES 11/07 STATE OF FLORIDA, COUNTY OF Di-4.0E I HEREBY CERTIFY the: this is a re npy o" the o+rigine in this otTce on '4�� da of A.G. 20 WITNESS m HARVEY By hand and Off N 6L d Ginty Courts tker 1 .... • • • • •• • • • •.•• .' • • • • • • Page I of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ,., Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance ► NOA Cover Sheet ► NOA Specific System Description ► NOA Specific System Limitations ► NOA General Limitations ► Applicable Detail Drawings APP,:: ZONIr, BLDG_Ps SUBJE�,(1:1E WITH ALL FEDERAL STATE A _D AND REGULATIONS 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances ¢. ,Municipal Permit Application 6� •.Ovfners Notification for Roofing Considerations (Appendix " F" Form) Re -roofing or R irs Only 1.: Required Roof Testing/Calculation Documentation ,1 • • additional data reasonably required by the Building Official °- the integrity of the roofing system. • • .• Page 1 'MP •ii4r4nnr. ninon +n0/7A n«, 40/.1 1Q..* tJ».,.. .t:..L....t._l Ts- _t-`--_t•_! t •.• .• Own&r's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane on are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to 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. won 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren, iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buildin ' 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 unit (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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed from below. The owner may wish to maintain the architectural appearance, therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option oi maintaining this appearance. '/, 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may caus' ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing, ystem 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 over . aded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ove ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with th Florida Building Code, Plumbing. • 17 ellalipn :,Most roof structures should have some ability to vent natural airflow through the interior • • of the strtletv<raj assentS1y tthe building itself). The existing amount of attic ventilation shall not be reduced. It sway r e ben4 cial to'onsi &er additional venting which can result in extending the service life of the roof. • • • . .... • • • • • •• • DWiler's /Abuts Signature: gilijracto4s.Signattioti • • .• . 2perty Ass: • • .•• Date: Permit Number: file:// /Cj/Documents %20and %20Settings/ sky / Desktop /SECTION_1524[ 1 ].htm9 /27/2007 5:46:06 AM Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) Process No: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ other. 1 ❑ Mortar /Adhesive Set Tile ❑ wood Shingles/Shakes Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No Low slope roof area (V) Roof System information Steep Sloped area (ft2) Section B (Roof Plan) If yes, what type? ❑ Natural ❑ LPGX Total (ft.2) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a' x a'): 46( te • • • ••••• • ••••• • ••••• • ••••• • • ••••• • • 27' 65 • • • • • • • .. • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Unttorm Permit Application Form. Section C (Low Slope Application) Surfacing: 72ef 114//e Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used, identify as "NA ") Field: ' " oc.a' Lap, # Rows @ q " oc System Manufacturer: 4 F Product Approval No.: 7 / 0-/ 9, d Y Design Wind Pressures, From RAS 128 or Calculations: Pmaxl : ST- - Pmax2: I91,3 Pmax3: /3 (. `/ s Max. Design Pressure, from the specific Product Approval system: S"-z Deck Toe: t rria — Gauge/Thiclmess: 5/f Scope: L lr Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top insulation Layer. Top insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): G tehr 7.r° ,F!*" ,nerin, 7M/e Pi r9heet(s) & �to4 of jly(s): iroidegg,/ A 420 • Pty•Sizeatt Fa nolo NI rial: ! Perimeter: 6 " oc .o Lap, # Rows . o " oc Comer: G " oc @ Lap, # Rows . 0 6 " oc y)e.i` Number of Fasten Per insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, 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 3„ yr'o fiek ;titian 4/64 e $ �C STAYW'NDo CasvAsot WO-- exam, rEA rani/ .C� ter_ 2O.efef, AtAgEreeid A P ra pet . . l to /NbcaN 51r4 eight 2 f7P. 9419.— e.4641-4 _ ET �._ 9 Mean Roof Height 4-74- c.Ct= le(ovb car"QC �1 83 �gRrs- 743 fJr�/ .� 46(-483 - 74‘ Vii° ce l* Top iPly:.r` oneire -44 6,9 sttt r . Ti FLORIDA BUILDING CODE -- BUILDING 16.33 • • •• • • • . L.11 4-- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C sops Application) c44 /10,O Flit in specMc roof assembly components and identity manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used, identify as "NA ") Field: % " oc .ti Lap, it Rows @ " oc Perimeter: " °OAS ,L,pp,'# Rows 5 @ " oc if f Corner: 4 -oc @ Lap, # Rows 4, 4. • oc r/"./.54 Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners P r insulation Board: Pmax1: Pmax2: 87,3 Pmaxs: /3/.1 Max. Design Pressure from the s Field Perimeter Comer Approval system: . ,..c pacific Product Surfacing: System Manufacturer: F Product Approval No.: 67 ' a (9. ° s Deck Gauge/Thickness: Slope: t . /'Pr r. yE/tm /s a Anchor/Base Sheet & No of PIM): 6.4roccOaff 7.r.- Anchor/Base Sheet Fastener/Bonding Material: /7$0 ,fir / %C/e insulation Base Layer: /5� y �✓ Base insulation Size and Thickness: 44 f / ,444 ,�,,v Base insu 1 rAo� ding Material: Top emulation Layer: A/7/4- Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(sao o2 TeA r 4AJ4 Baa Skeet Fastener/Bonding Material: • ..'Lp . e�► • • ••.... • • PlyrShsef(s) & No. of Ply(e): ', e.e,j 2 • Ply iyp Andina t Material: • • • TorPp • • • .• •• Material: 1 FLORIDA BUILDING CODE -- BUILDING Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Ship, 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 c.��s >�raoa 7t_o/ 1 hair F. . PYRaRio. R8_wf ,or Parapet �o ' °,e`er Height "a ANzzi g4. deer rdsa 4: 3 %4. eft qKi 3 4,7 f�l t ' 7 ' -81r =- �G� - • i Mean if e ; Roof Height *KM/ iler91 --43/ v 7-67. G 6 4 `r`° °givw'' - 15.33 ROOF ASSEMBUEs AND ROOFTOP STRUCTURES Sys 3 Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. SectiQn C fLoW 41 , f on) Surfacing: Yoe A VEe Rock Se.pveC Fitt in specific roof assembly components and Identify manufacturer (Ifs component is not used, identify as "NA ") Fastener Splicing for Anchor/Base Sheet Attachment: System Manufacturer: Product Approval No.: D7 isf9. 0 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 • Sr2 Pmax2: j Pmax3: 4 Max. Design Pressure, from the speclflc Product Approval system: Deck: Type: Gauge/ thickness: 3k Slope: Anchor/Base Sheet & No of Ply(s): ...�- Anchor/Base Sheet Fastener/Bonding Material: • • • • • • • • • Insulation Base Layer: /4- Base insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top tabulation Layer: Af� Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): VAT /Ar (jP�i�_ s. '`g �a[?Kcq Plteiheosk s, & Ito. of;Ms): 3 — f�/6 I �p .. • Ply. Sheet Fastener i g verbal: • . • • TOPAW • • • • TopPiy Fastene /a:Ming Material: ••.• .••. • • .... FLORIDA BUILDING CODE — BUiLDING Field: 9 " oc a Lap, # Rows Q 9 " oc Perimeter: L " o' @Imp, # Rows I @ 6 " Comer: G " oc e ,# Rows 4— 6 G " oc Number of Fasten er Insulation Board: Field Perimeter Corner illustrate Components Noted and Details as Applicable: Woodbiocking, 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 1f' Parapet ,Pco,Q yG�ie�rce r.� GAY 4c. Height ,ot7 i a4fl'H ;* toirrikpoL fv= S1.S1.. 4 4. i .- r /,6F Vi,/ !' ' %eft -d73 7e7s' 7G3c (''.2 �_.. 10 Mean Roof i Height • Rear EXEr 344 Pal/ 3/4F f‘ 74 6410 ca�/e,L 15.33 M 1�F2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1-11). 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 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. • • INS?XX7iON: E1 cgpy of this entire NOA shall be provided to the user by the manufacturer or its • • distrihutoss and AA be:available for inspection at the job site at the request of the Building Official. • • • This MA reneweadd revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. • The adlitgitted doerlieilfation was reviewed by Jorge L. Acebo. • .• • • • • • •• •••• •••• •••• • • •••• () NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: System Type E: . Wood, Non - insulated 19/321' or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULT MATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTM 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. (Maximum Design .Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®•Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 414 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. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLASie Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" 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 standard, #14 or # 15 Screws and 3" Drill -TecTM 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 --60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -Term1 insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) • • • • • • ... • • • • • • • • • • • • • • • .. • • .. . .. • • • • .. . .... • • � xt (APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap: The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapmf 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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM 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 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixrM 715 , Leak BusterTM MatrixTM 322; TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1•.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoted:>> 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 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. •.•• • • • • • •• • • •• • • • • • •••• • • • • •a•• • • • • • • •• • • • • • •• • • • • • • • •••• •• •• • • •••• •• • • • • • ••• • •.•• • • • •• •. • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 • • • • • • • • • • • • .APPROVED ASSEMBLIES Deck Type 1I: Wood, insulated Deck Description: 19/3211 or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of' insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) insulation Fasteners Fastener (When applicable: Steel plate only =8, plastic plate only (Table 3) Density /ft2 P) EnergyGnardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGnardTM RA Composite Minimum 1" thick N/A . N/A EnergyGuardTM High Density Wood Fiber, EnergyGnardTM Recover Board, Wood Fiber, Minimum V3" thick • N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 13/16" thick) N/A N/A . Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EiiminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT! EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBBROID Heat We1dTM Smooth or RUBEROID® Heat- WeldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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) • • • • . .. • • • • • • • • .••• • •••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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. (Maximum Design Pressure —45 psi, See General Limitation #7j GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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® #80ULTIMATM, RUBEROID® 20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1' '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 Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TeeTM 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 —60 psf, See General Limitation #7) Any of above Anchor 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 —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field,of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7j (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbsisq; (see General Limitation #4). Base Sheet: Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full • • • • • • • mopping of approved asphalt applied within the EVT range and at a rate of 20-40 • .. ::" lbsisq. • •• • • • • • • • • • • . • .• •. • • • • • •• •••• • • •••- •• •• • • •••• • • •••• •••• • • • NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full • mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. 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 lbs. /sq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM 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 NI mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT° MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak Busterm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote8 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 I.5 gal. /sq 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM or %s" 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 psi:. 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 Ibf 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 milers, metal profile, and/or flashing termination designs shall conform with 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fast suing at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this • • linritat'�on is lfpally referred within this NOA, General Limitation #7 will. not be applicable.) • • 10.. 4141'ucts listed hbrein shall have a quality assurance audit in accordance with the Florida Building CddeAnd Rul8 98 -7t of the Florida Administrative Code. • • • • • • • •• • •• •• • • • • • • •• •••• • • • • • ••• • •••• • • • •• • • • • • END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03 /20/08 Page 19 of 19 2007 ROOFINpa MATERIALS AND SYSTEMS DIRECTORY 182 OO ',, • ERING MATERIALS (TEVT) Systems (TGFU)— Continued Base Coat : Series ", 0.75 gal /sq. Second Base Coat "A -38 Series ", 0.75 gal /sq. Wear Coat "A- 38S^eries ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Surfacing '448 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Decic NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 Surfacing: Spray application of 28 to 34-mils "U -8730" (aluminum) 47 Deck: NC' Incline: 1/2 Insulation: Spray application of.2- in..thick "Polyfoam 273" (2.7 lb/ft.' Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory) GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or " Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used m any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32'in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If poi a is part of the roof system, it must be placed below the overlayment oard. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P GyEsum DensDeck® in hot asphalt. uard Ultra" is an acceptable alternate to " EnergyGuard" in any apjlicabfe Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Pol sty rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT „�ypeG G2 asphalt opt mat base sheet ( "GAFGLAS #75 Base Sheet" or #80 UL fiber ply sheet ("GAFGLAS is a suitable alternate for Type GI asphalt glass C fiber ply systems et ("GAFG dLAS PIyv4" or " GAFGLAS Ply 6 ") in the Crass A, B or The' roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option 'Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt &lass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or " Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALI TE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems•listed. • Stguctural b eltt Ober buiiiing�.arnits are considered suitable to be included • • •aseeleck in the following Class(A, Bbr C systems listed over C -15/32 or NC. • life use ofOrstifn,board under an of the following Class A, B or C systems • • •doesrnot effect the teti�tg. lie use of 1/2 in. min gypsum board is an • Acceptable alternate for insulatiouer C -15/32 decks. • The use of pooysty ene ins �jorLlioard between pmiin 3/4 in. perlite board • • • •imil`able al to R? isocyyaaft t'libard inthe ef following Class A, B or C • •slSt9ms. • • • • R1306 • "BMCA Entracudtd RA',14lpti Tapered EnergyGuard RA" and "BMCA • • gpit4yGuard may be substituted for any Atlas polyisocyanurate insula- • lion ti any o f tM following eii41fations. • e nb"Paa "Parma' Mop" m ybe tli/zed with ith any of the following "Asphalt Roofing � GAFGLAS t8 premium BAse•6hel may be used in any of the following St'stfins "GAFGLAS*Blex•lily 6" is a suitable alternate to "GAFGLAS PIy 6 ". Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perli insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with H, Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A, Wand C Hot roofing asphalt, for use with organic and glass felts or modified bi membranes. "Ruberoid Heat Weld" SBS roofing, membrane may be used in lieu "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 , . Incline: 3 Insulation (Optional):.:..• One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite,, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanrurate composite, Perh urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet: Three or more layers Type Gi " GAFGLAS Ply 4" "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". • 3. Deck: NC •Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perllle /isocyanurate composite, perlite urethane composite, wood fiber /isocyathurate composite, phenolic, 2' max. • Ply Sheet: Two or more layers Type GI. "GAFGLAS PIy 4" or "GAIto GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck: NC Incliner 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped: Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass mat system. 5. Deck: C -15/32 Incline:1 Slip Sheet (Optional): Red rosin paper, nailed to deck Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may nailed). Ply Sheet One or more layers Type Gl " GAFGLAS Ply 4" or G Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 6. Deck: NC Incline 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type GI " GAFGLAS Ply 4" or "G GLAS PIy 6 ". Cap Sheet Orie layer Type G3 "GAFGLAS Mineral Surfaced Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite / isocyanurate composite, perlite /urethane composite, p nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granul " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or G or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheer "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, peril urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Base Sheet Two or more Layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or G or " Ruberoid Mop Plus" (granule). 'P OR FOR THE UL MARK ON PRODUCT T, :420 M 1 0;) ( HL 1-Jur L T Underwriters Laboratories Inc® October 23, 2001 Mr. Mike Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470-3689 4tltoi MM. JUL 1U 1U:k )33 lawn Road Ncethbrook, }Zook 60062 -2096 United Saws Coaaoy Cock (1) (847) 272.5800 Fax No. (847) 3 6393 httg /tviww.ulcoat Our Reference: R1306 Dear Mr. Gada: This is in response to our phone conversation today. The following roofing system meets Class A criteria per ANSIIUL790 / ASTM E108 based an existing data: Deck: C- 15/32 Incline: 2 Insulation (Optional). Any UL Classified (except EPS), any thickness. Rase Sheet: One or more plies of GAFGLAS 480 Ultima Mechanically Fastened. Ply Sic: One or more plies ot'Ruberoid 20 Adhered with hot asphalt. Membrane: GAFGLAS Mineral Surfaced Cap Sheet. If any questions arise on the above, please contact the writer. Very truly yours, 1 Douglas C. Miller Engineering Group Leader Conformity Assessment Services 0.00 • • • • • •• • • •• 000000 • • • • • 0000 • • • .... • • • • • • • • • • • • • 0• • •0 •• • • • • • • •• 0000•• •00• •••• • • • • •••0 ••0• • • • • • ••• •000 • 0 0000 • • •• ••• • . • • A net-tat- atomization A•rlinMe+l , roasl4 dolah. a+.i CiLkele** A\‘4! c),,t4 Ks BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. -- 1160 Master Permit No. PERMIT APPLICATION FBC 20( Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) V.-W i,�� Phone # Owner's Address o`, a .L, col City d411, ('Pi1`� V 1 ? i State PI. Tenant/Lessee Name Phone # JUL 0 8 2009 BY: Plumbing Roofing Zip 3T 135 Job Address (where the work is being done) 1111,S 0 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 0 ),,C9°' 0 ( �-° tr) Is Building Historically Designated YES NO Contractor's Company Name cis -r1 m t R CTAC Phone ( Zip 3 3 130 Contractor's Address S''1 /110 '5' /A/ °j LT- City QA1/11 Qualifier Name FR/we-4.S State Certificate or Registration No., .0 00 lick State d' Architect/Engineer's Name (if applicable Zip 333»1 Phone # TJ 29- " 19, J 9 / n Certificate of Competency Np. q Qv W �®� J t' Value of Work For this Permit Type Type ofW,Htif .ti. Describe Work: Phone # uare / Linear Footage Of Work: DAlteratio QNew It %I-A 151100,. EC�Vi_a?,�'a1J�T i�'kepl vim* ©t 7" k emolition Al urn ttal ee $ ' / Permit Fee $ 4 b� CCF $ i- V Technology Fee $ 1� Notary $ Training/Education Fee $ 1,00 Scanning $ • OC) Radon $ DPBR $ Bond $ Code Enforcement $ CO /CC Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ '10 •.m See Reverse side -+ ?623 T-69 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 is ued. In the absence of such po - notice, the inspection will not be approved and a reinspection fee will be charged. Signature tiliadr,,_ Owner or Agent q The foregoing instrument was acknowledged before me this oZ 1 dayof JA4 ,:20 by rrAhl EvitaAdca who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: CA /_ !', A ei, 1 _ gt ' Sign: ri "iii., Print: Sandra D. Hart Print: Tt """• rt + Coutinisai 39 :7, z Sian #b My Commission Expires. ExPI: APR. O2,2013 My Commission Expires „if Expires: Amt 011 Signature V( �fy9Ac Contractor The foregom _ trument was acknowledged before me this d a y of ii t. , 20a , by r.}.4.4 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) l Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVEGROUND TANKS SHOWER J WATER HEATER U.F. PRESSURE VESSELS SINK. POT/3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP 'HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP : MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8-10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25-100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT NC WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. j STRIP HEATER AT9 HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS ( 11 WATER SERVICE SPECIAL PURPOSE. SEWER CONNECTIONS i 44' ,�6 (hr UTILITY -SEWER SIGN TUBES �, UTIWY WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION J DISCHARGE WELL DOMESTIC WELL . AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) . GAS PIPING 07 -22 -09 ;15:24 ; 13057568972 A CUSTOMER FIRST A/C INC. 5740 S.W. 58 CT DAVIE FL. 33314 BUS.954- 321- 6212/Fax.954 -321 -6223 [-BILL TO HVAC Invoice DATE INVOICE # 6/26/2009 33211 FRANK HOLLANDER 1245 N.E. 94 S'1' MIAMI SHORES, FL.33138 305- 389 -2212 305-373-7777 FAX SCOPE OF WORK : SHIP TO t4 A) Q- TERMS TECHNICIAN TICKET# DESCRIPTION AMOUNT THE REMOVAL OF THE ABOVE ROOF METAL DUCT SYSTEM AND A/C FOR RE-ROOFING REMOVE & DISPOSE OF THE EXISTING WRAPPED DUCT SYSTEM AND A/C ON TILL ROOF INSTAI.I,ATION NEW METAL DUCT WORK & NEW SUPPORT AS PER CODE) 'TOTAL: 9 VET'S INSTAT,T..ATION NEW PROGRAMMABLE DIGITAL THERMOSTAT ONE EXTRA VENT / DUCT INSTAI,I,FD INTO THF. W.T. CLOSET $550.00 AT NO CHARGE TO YOU COST OF THE MECHANICAL PERMIT, FEES & ENGINEERINCi PLAN (IF NEE..DED) ARE NOT INCLUDED THE NEW ROOFTOP PACKAGE UNIT INSTALLED AT NEW LOCATION SOMEHWERE ABOVE THE MAST'E'R BEDROOM ONTO A ROOF CAP FILLED WITH URETHANE FOR SOUND ABSORPTION REVISION FROM FIRST ESTIMATE, WTU. INSTALL A OVER AND UNDER NEW PACKAGE UNIT WTI,1, BE AN OVER/UNDER WI'1'H VARIABLE SPEED INDOOR FAN MOTOR. (WEIGHT 449) (FREON R-22 ) INSTALLATION NEW "TRANI:" 5 TON - 13 SEER PACKAGE UNIT WITH 10 KW HEAT MODEL: TCHO6OF100A SERIAL: MODEL: I3AYHTRC 11 1 .A SERIAL: WARRANTY : 1 YEAR ON LABOR (MONDAY TO FRIDAY 9:00 AM TO 4:00 PM) 5 YRS ON PAIL 1'S & COIL, 10 YRS ON COMPRESSOR (OR AS PER THE MANUFACTURER) 8,000.00 4,500.00 Total 812,500.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/21/2007 Inspector: Grande, Claudio Owner: HUGHES, ANN Job Address: 1245 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Block: Phone Number 305/759 -9681 Parcel Number 1132050100040 Lot: �� ti FEB 2 2 2007 Passed Inspector Comments 11 -12 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 21, 2007 Page 1 of 1 Miami Shores Village Building Department RE- OCCUPANCY APPLICATION Date 2 2012o0--1 Contact Name Buyer Property Address (245 qtsA--- City Miami Shores State Fl Seller Realtor J 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. ' L l LocID Phone # )' Company Name 1 9 ll ciWS zip 33i3B I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S � AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant N. ��' �—y ��10 O The foregoing instrument was acknowledged before me this day of , 20 by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Re -Occ. $60.00 Print: Notary $5:00 CCF $0.60 Total My Commission Expires: Building Officials Approval: Rev. 10/02/03) Inspection Date: 07/18/2007 Inspector: Devaney, Michael Owner: HUGHES, DANIEL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1245 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: BRINKS HOME SECURITY INC Permit Type: Electrical - Residential Inspection Type: Alarms Work Classification: Alarm Phone Number Parcel Number 1132050100040 Lot: Phone: 305 -887 -8455 Building Department Comments BURGLAR ALARM JUL 1 9 2007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 52038. my NO ONE HOME LEFT CARD MD 06/11/07 ��'' �' /1 /b7 r " Y 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 17, 2007 Page 2 of 2 $ Value of Work For this Permit Type of Work: DAddition Describe Work DAlt!ation ,.1 ,► :New CI Repair/Rep 0 Demolition `1 4 * * * * * * * * * * * ** *fit * * * * * * * * * * * * *F * * * ** * * * * * * * * * * * * * * * * * * *** * ** Submittal Fee $ Permit Fee $ /et"' e"'e> CCF $ 1 -20 CO /CC Notary $ — Training/Education Fee $ 0 - Technology Fee $ ' Scanning $ 1. Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review $ Total Fee Now Due $ 3onding Company's Name (if applicable) 3onding 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/OfsjCh posted notice, the inspection will not be ipproved and a reinspection fee will be charged. Signature' Owner or Agent c-- •The foregoing instrument-was acknowledg be ore me this before , i f„ , 20e, by ,4 --, , who is personally known to me oi,who=has-prochteecip_____ •---------0- As identification and who did take an oath. NOTARY P Sign: Print: My Commissio iIIlltg P4 Ifica ************* -wr BILL ULLMAN State of Florida • ifiNCommIssion Bpi:es Nov 3, 2008 •••• Commission # DD 368225 ka3siediblf State Certificate or Registiation No. Signature The foregoing day of who is personall Contractor nt wasAcknowl 20 by own to me or who has produced as identification and who did take an oath. • ged before me this Ml4,4i.v' asp .40.4e1P'---- NOTARY PUBLIC- 411W p Si • - , / My Commission Expires: Barbara A. Daze 0,,t,crt Expires March 30 2008 ******************#****************************************** cate of Competency Holder) Certificate of Competency No. ******* *********************************************** ********************************************** APPLICATION APPROVED BY: Chc 12/15/03 .4 e4 eF,J- Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. R, M MEVIEll JL0220If BY: MMMM..e_.o®®® ®m ®® ®® 1 OS - 910- Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple T holder) f -A A.ffr- hit/ )Arvd Phone # �jrJ,( 3 y asij2- Owner's Address f 2'14. i e- q City A// ksw / Sh ore} State zip ?3/5c3 Tenant/Lessee Name Phone # -- Job Address (where the work is being done) /602 'to" Ai 6= 5-t City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /< .3,2Z / 0 / i, () T Is Building Historically Designated YES NO Contractor's Company Name(7k en) Q c,` 4 Contractor's Address /6---f , 17 Ste- City P% 4a. i Shore? ej State D- . Qualifier Name > 7? ./-)t9cA State Certificate or Registration No. Ca/ r3 6 6 Architect/Engineer's Name (if applicable) Zip ,�j3/ 3r Phone # gor- Zip Phone # 3q! o,r 7,c-7, 60/ Certificate of Competency No. Phone # 77 d Value of Work For this Permit $ e5,, ©S Z Type of Work: LlAddition QAlteration Describe Work: Square / Linear Footage Of Work: QNew Repair/Replace ❑ Demolition rye. Are Submittal Fee $ Permit Fee $ Notary $ 'gin Training/Education Fee $ ' Technology Fee $ 5 150 Scanning $ �' 00 Radon $ DPBR $ Zoning $ CCF $ 6.00 GOtie Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ l.45 ' See Reverse side -3 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signatures_ Contractor The fo going instrument was acknowledged before me this/, day of (/ , 20 , by JA-A•t-C.S Gt t who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: //',,,, r ;� J� Print: �— �Tf rA tom,) e �i �Jt., My Commiss#r ' DN. O-STATE OF FLORIDA gam, ussloa; DD85784I iuisi atiPires: hut. 07, 2013 mama Tnauetanialcianolotathamit Plans Examiner Engineer Zoning O I NOUR ROOFING, SHEET T METAL Et SUPPLY CO. OFFICES: WAREHOUSE: 159 N.E. 97th STREET 7357 N.W. MIAMI COURT MIAMI SHORES, FLORIDA 33138 MIAMI, FLORIDA 33150 (305) 757 -2612 • (305) 757 -7861 FAX (305) 758 -8484 June 26. 2009 Building Official Village of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Property located at: 1245 NE 94th Street Miami Shores, FL 3313 Dear Sir: It was determined by examination of house plans that subject property does not comply with the requirements of the "Manual of Hurricane Retrofits for Existing Site -Built Single Family Residential Structures" adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. Every other roof rafter is strapped. We propose to install right angle gusset HGAM 10 on all remaining unsecured roof rafters on the perimeter of the house. "Family owned and operated since 1929" Jun.26.2009 02:43 PM 11111 I via l. b, These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. • f- HURRIcANF Gu5SEJ ANGLES PAGE. 1/ 1 yuPP ermHecrcu•i Designed for attaching gable end trusses to Wood top plates and masonry walls, hGA10 - Versatile wood•to•wood connector thet Ilrllrt satisfies high wind and seiemlc loading requirements. HGAM10 - For installation Into grouted concrete tie beam or masonry band beam. Provides lateral and uplift resistance. Materials: 14 gauge Finish: 090 galvanizing Codes: NER-632, FL819 Installation: • Use alt specified fasteners, See Product Notes, page 16, • IIGAM10 ••• Install USP's WS15 Wood Screws Into the truss and drill roles for wedge bolts, Install wedge bolts into concrete block per manufacturer's recommendation. • t i1aA 1 a - Inetalt with USP's WS3 Wood Screws Into top plate, and WS15 Wood Screws into the truss. • WS Wood Screws are included with Fir iA 1 I1 angles. • WS Wood Screws and Wedge bolts are included with HOAM10 angles. • Moisture bawler may be required, • .. 441 • Moist) tie Emr■i, °r• not. olio* Y f li Typical HOA10 installation ,�'`rypica} HGAM10 Installation I rerInremrI ou•rr ntr onpr n,r •Metal innt{ ! eelTenanrr• 1 roM •,nrrl rju,• ort.a 10.1.1',, •I• 3lr. kaurrol 'mod rt3Nr4nn.: 0 ; HGA10 HGAMIO • �mEME/3 DDD11=3 1i0% maii,;ZI 1tIU% rr �• [l;�7 lard' is4a 'itw �i11�ii ti§it 161x I) ANorreole Gx4 $* are based on the IOW NM 2! Atom* toads have been i nee®tl 39.11345 a n% for wand or aroonvo bars; no brther *rem MA 6a permitted 31 WS18 Wood t'sore are 1/4^ x 1.',r km and W03 wood Sorem are 1f4 "x 3" nog. di unit Po row. nears• 114' a t '4 w,14. UMW {Ine1,l.Jr 1 •v nquat rh,t hotr, ∎n,r:or • ...t +,t r,br <o„rr wd6 i+; rtrrvv:rs 11,111 ti7n,1111C Igrnl'•. lir:e:it :n• :, rut11,11 lototerafu,, Nei areal,* or ttdfiiod preduet Intmtaa5lon are deaigaepe! Inrn, }• PI! ANt . /SrIt-;MIC;'�.R1f 11f;nitJ, I tH(;t ,, PT 1 9 1 Typical HCPRS stud to plate Installation Materiels: See chart Finish: G90 galvanizing; RT7A•t30 & RT15 - ©C - Gold Coat Options: HHCP2, RT3A, RT4, RTS. RT7, RT7A, RT10, RT15, RT16, RT16 -2, and RT20 are available in Triple Ztno, To order, add 7Z to stock number, as in RT10-TZ, RT4, FIT&, RT7, RT10, and RT10 are available In Stainless Steel. To order, add SS to stock number, as in RT7 -SS. Codas: NER 505, NER 510, NER 564, !CB© 2039, SSCCi 2031C. L.A. City RR 23888 & RR 25303, FL565R.1, FL816, FL817, FL818, FL.859R.1, FL3023R -1, Typical HCS20 Dada County, FL 05- 0105,05 - RT7, RT10, RT15, RT16, RT20 gable braoe lnatalledon 1{ ifs," I.. r 1r,,•• .;, ftrlb • HCPRS HCPRS3 stud to plate installation HC5 1 F1(111 12E) co.) ,1 • ,vww,u ,l'':.unnr•r.trrr•.., von continued on next path U$P2e o-o» • ho •I