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BP-04-158
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tvU Inspection Date: June 12, 2009 Inspector: Bruhn, Norman Owner: SHULMAN, STEVEN Job Address: 471 NE 101 Street Miami Shores, FL 33138 -2448 Project: <NONE> Contractor: BUELL VENTURE INC Ni Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number — Parcel Number 1132060170680 Phone: 954 - 472 -8470 Building Department Comments ENCLOSING THE PORCH TO ENLARGE KITCHEN - BUILD FALSE ROOF Z,,1,® Passed 4it‘. Inspector Comments ^ Ci . � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 15, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r34 Inspection Date: 04/15/2009 Inspector: Rodriguez, Jorge Owner: SHULMAN, STEVEN Job Address: 471 101 Miami Shores, FL Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1132060170680 Lot: Phone: 954- 989 -7794 Building Department Comments CREATED AS REINSPECTION FOR INSP- 111152. counter flashing fasteners must be sealed. JR 04/13/09 PLANS AT OFFICE SEE NB Passed :% e Inspector Comments e'�o /" d,2' ,'L W Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 22, 2009 Page 1 of 1 Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uildin Permit No. Master Permit No Coq (_ Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 67-EN.eS <5(-1 . tLi'.A N. Phone # 30C) - ® 1 2,-34' Owner's Address Lt J 9 N ! 01 ,_c11,2-i.-,1--- City Mt C AH t 5 et-,s, State 4i Zip 33 P Tenant/Lessee Name 0 1 Phone # VN, 1 Job Address (where the work is being done) e g / j 1C E 1 011 STrz-e-E) City Miami Shores Village County Miami -Dade Zip 331 3g Is Building Historically Designated YES NO Contractor's Company Name 2 _ V1/4.1, . 1 L' g co &lion I 1\1 `' - - 039 Contractor's Address E51 2-1 rn:(,x,711 City W-/DM Stater Zip Qualifier I 12-A-- q=7-53fiNSTVINI Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition ❑Alteration Describe Work: New Square Footage Of Work: Q 33 5( f ° ❑ Repair/Replace ❑ Demolition N. a.1 ;tut.: A m -n 8I \i -1 1 C4 T Submittal Fee $ GC) . Permit Fee $ 50 — CCF $ Notary $ Training/Education Fee $ 0160 Technology Fee $ Scanning $ 6"°' Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 110 �, c (Continued on opposite side) 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 hich occurs seven (7 days after the building permit is issued In the absence of such posted notice, the inspection will not be proved and a reinspec i»n fed wil/ be charged. Signature 4,4 Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1 d , 20 Ott, by �� ' � , day of f r1 ) 1 'L= , 20CJ(, by k! i,. I\ cSiZir .� who is per, sona to me or who has produced As identification and who did take an oath. NOT Sign: Print: My Com * * * * * * ** �cwlA► ■wI 01 e..� voutva who i sonally known tom r who has produced NOTARY P Sign: Print: My Commission Expires: ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. CJ_-D S / Certificate of Competency No. APPLICATION APPROVED BY. Chc 10/14/03 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR a 5100 Plans Examiner Engineer Zoning ins x:ction Worksheet i iem! Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 13, 2009 Inspector: Bruhn, Norman Owner: SHULMAN, STEVEN Job Address: 471 101 Miami Shores, FL Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Permit Type: Imported Permit Inspection Type: Up Lift Report Work Classification: <NONE> Phone Number Parcel Number 1132060170680 Phone: 954 - 989 -7794 Building Department Comments gya EMS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 10, 2009 Page 18 of 25 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 March 31, 2009 Earl W. Johnston Roofing, Inc. 5721 Dewey Street Hollywood, Florida 33023 -1917 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 471 Northeast 101 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: 2003/2004 Roofing Contractor: Earl W. Johnston Roofing, Inc. Project Number: 09 -0373 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results;. we conclude that the installation of the rooftile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 471 Northeast 101 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 09 -0373 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 471 Northeast 101 Street Miami, Florida Project Number: 09 -0373 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0373 — Page 3 of 5 Test Number Test Load (lb Test Statu 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0373 — Page 4 of 5 Test Number Test Status. 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass Four broken tiles were noted. Reileh Engineering Corporation -- Project Number - 09 -0373 — Page 5 of 5 • 18 50' 12 14 19 75 11 1 15 76 45 1 75 57 57 69 70 60 41 66 14 65 55 64 67 68 51 61 9 62 69 15 s'4 12 I 52 10 FOR ekOK9N 11E5 Weft NOW 48 49 22 59 47 2 42 51 58 52 8 53 27 54 1 57 45 56 50 55 25 4 09 -037T7 APP OX, IZOOF 11;51" ILOCA110N5 AMP 191MeN510N5 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/12/2004 Applicant: STEVEN Owner: SHULMAN JOB ADDRESS: 471 Contractor EARL JOHNSTON Local Phone: 954 -989 -7794 Parcel # 1132060170680 NE 101 Building Permit Permit Number: BP2004 -464 SHULMAN STEVEN ST Contractor's Address: 5721 DEWAY ST Page 1 of 1 Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: FEE2004 -3813 FEE2004 -3814 FEE2004 -3815 FEE2004 -3816 FEE2004 -3817 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.80 $0.60 $6.25 $6.00 $264.65 Total Fees: $2 4.g Total Receipts: ._$ 00_, > %\ Permit Status: APPROVED Permit Expiration: 10/3/2004 Construction Value: $2,200.00 Work: NEW TILE ADDITION & CRIKET Signed: (INSPECTOR) APR 14 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: SECTION 1524 HIGH VELOCITY HURRICANE Z ONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofmg 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 roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing sy stem meets the wind resistance and water intrusion performance standards Aesthetics (app earance) issues are not a consideration with respect to workm anship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be dressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofmg, the existing wood roof deck m ay have to be renailed in accordance with the current provisions of Chap ter 16 (High Velocity Hurricane Zones) of the Florida B '`ding 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 units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or own- should notify the occupants of adjacent units of roofing work to be perform ed. if 4; Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding m ay shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the on ! inal roofmg system is removed. Ponding conditions should be corrected. 10 6. Overflow scuppers (wall outlets): It is required that rain water flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i s erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. CADocomem and Set ingekhammae\Imcal Setftogc\Trmp\Temporary Internet Fde,\Contmt4ES\OKIBAFITSECTION I52411I.doc High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -BADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Section A (General Information) Process No. Job Address: r O.F1 fti &g trocid` I Lt--1 t eOt sL Low Slope ✓ Asphaltic Shingles ✓ Prescriptive BUR -RAS 150 Roof Category ✓ Mechanically Fastened Tile r Metal Panel/Shingles ✓ Other.1 New Roof • �i Morta Set Tile r Wood Shingles/Shakes Roof Type ▪ Re- Roofing r Recovering r Repair ▪ Maintenance Are there Gas Vent Stacks located on the roof? r Yes r No If yes, what type? r Natural r LPGX Low slope roof area (ft') /v C4 Roof System Information Steep Sloped area (ft2)1...........�... Section B (Roof Plan) Total (ft.°) I .......... Page 1 of 1 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'): I rr■�/■/1111rrrr■rrrrr■rr■ rrrr■ rrrr�/■11r/■r11■rrr11■rrrr■rr■rrrr r>t�rrr■ ■rr11r11 ■i r1111■rr■r■11rr■r/r■rr■/r■/r�rr ■err ■r■��rr■ ■r� r■rr■11■r■■ ■■■rr ■ 111111■ ■■■r■■ ■.rrrr■■■rr■■■11■■r■11 ■1111■r■11rrrER 111111111111//111111 rrrr■ �■ r■ r11rrr11■/ rr11r11rrrr1111/rr ■ ■/rr■■■■rr11r/rr� ■/■■/■/rr■ 11■r 11■ 11■ ■r■■■rrrr11■■■■■■11r■■11r11■■■■ ■r■■ ■...11.....11 r■r11r■11■■rrr■11rrrr11r rrrr■■/■ �11rrrr11■rrrr1111rrr11rrr111111rr■r1111■ 1111 r / / ■■ ■/11111111 1111 rrr 1111 /■rrr■ / /�1� ■r /rrr 1111 ■r /rti ■ ■ / / / / ■ ■ ■r / /r ■ ■>. R •• 11uu•u % Page 1 of 2 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N/A) in the text box. Roof_ em Manufacturer: NOA No 03-cgx 0cstem Type: • Wg,. Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field432/ ipsf (P2) Perimeters: -573 psf (P3) Comers: Maximum Desigrggre, From the Specific NOA System:: . ipsf Deck type: 5/8" Plywood * These decks require a fastener pull test by an approved test laboratory Other Deck Type: rvik, Dedicurie: Slope :12 Fire or por Barrier: rT i 61_, eel & No. of Ply(s): ho : . Sheet Fastener/Bondi g Mat sulation Layer Size & idrness: nsulation Base er F stener/BondingMatprial: Insulation Top La S & Thickness: Insulation To Layer Fasten Wood ler: nding Mat rial: W Nailer Fastener Type and Spa Base Sheet(s) & No of Piy(e): 54* as1-1AA, Baselheet Fastener/Bonding Material: It 014/eS l-SS/PISMINI .5 6Ala Ply Sheet(s) & No. of PIy(s): l,.- Ply Sheet Fastener nding Material: f Top Ply: Top Ply Fastenin nding M t erial: Lead 1) Al frbrAS lama LT Sin Ply memb e: Single Ply Sheet VVidth: 'L1 l/2 sheet width: I No. of Single Ply 1/2 sheets: S e Ply Me • • . Fasteni nding Material: Drip/GS Edge Metal Size & Gauge or weight: N/A Drip/GS Material Type: I N/A Drip/GS Hook Strip/Cleat Metal gauge or weight:1 N/A Parapet Coping Metal Size & Gauge or weight: N/A ", A Coping Material Type :1 MIA Parapet Hook Strip/Cleat Metal gauge or weight: PuA FASTENER SPACING FOR BASESHEET ATTACHME 1. Reld: olc © laps & 2. Perimeter: Lj0 oic @ laps & 3. Comers: L ok @ laps & NUMBER 0 FASTENERS PE INSULATION B ARD Field: Perimeter: b. . mer 1 Fastener Type N/A Alternate Fastener: http://www.co.miami-dade.fl.us/bldg/roofing_perrniting/seetion_c_4%202.htm 4/6/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a http: / /www. co.miami -dade. fl. us/bldg/roo 6ng_perm iting/section_c_4_2. html Parapet Wall Height Ft. Mean Roof Height t/ Ft. 6/ 10/02 Y� MI® AQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MLAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation 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 by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In 1VTiami 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. 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 NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" 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) 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTTTE) #12 or #14 Screws and 3" 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-Tec (GAFTTTE) 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 Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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) Ply Sheet One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply 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 lbsJsq. Cap Sheet (Optional) One ply of GAFGLAS® 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. NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 1 Surfacing: (Required if no cap sheet is used) install one of the following. 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20 %; plus gravel or slag with an application rate of 400 lbssq. & 300lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Va" Dens Deck or 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 lbsfsq., 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, 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 fastening at enhanced pressure zones (i.e. perimeters, extended . corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 RUOFCOVERINGHATERIAtS • l00fJNGS! .EMS (TGFUj=Confirttr Zit 4.'yr( Lm_ "Polyiso` ot'Polyiso Special with "Polyfoaae : ^iy 'fotyfoane • • i ^NLIn. min. 3a`:•r ;!ne�v . se Cost: One or two applications 'Curdles- U84050', a at fig/application of tluee applications. applied 1.1/4 gal/s( application -32 -dry mils). •facing:'Gacollex UA•6S' Series (various colors), applied 1 gal/sq (12 • mils). .- .:. : fIC Incline: 1/2 j. am:'PolyIso' or'Poly -Iso Special' with 'Potytoam 251—or Volyfoam Y. 1 In. min. se Coat: One or two applications 'Gacoflex U0 -7050 ; applied at 1 Vsq/application of three applications. applied 1-1/4 gal/sq/application f-31 dry mils). - :rfacing :'Gacoftex UA•60- Series (various colors), applied 1 gal/sq (15 mils). M it: /IC incline: 2 ,am:'Poly -Iso' at 'Poly -Iso Special' with 'Polyfoam 251' or'Polytoam 73'. 1 In. min. ase Coat:'GacoSil S- 1000'. applied at 1 galfsq (10 dry mils). • urfacing:'Gacoftex 5.1000', applied at 1 gal/sq (10 dry mils). • :k: 11C Incline: 1 oam:'Polytoam 251' ot'Polyfoam 303', any thickness. .urfadng:'Gacoflex Uu- Shield 700r. 40 dry mils. ck: HC • incline: 2.1/2 'oam:'Polyfoam 275% any thickness. • ease Coat:'GacofIex A- 6211'. 2.1/2 gal /sq (14 dry mils)_ : ;urfadng: 'Gacoflex A•6200- series (various colors). 1.1/2 gal/sq (14 :ry mils)- - - iATERIALS CORP R1306 (N) 61 ALPS R0, WAYNE NJ 07470 1EROI0 20' or 'RUBEROIO Modified Base Sheet' may be utilized as an ate to Type G2 base sheets in any of the following Classifications. in thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific - -Decks' ovetlaymeut board may be used In any existing noncombustible Classification. When this is done. the resulting roofing system is •table for use over combustible (15/32 in. min) roof decks. the joints in ypsura board and overly/mot board are offset 6 in. wills the joints in the If polystyiede'it part of the toot system. it must be placed below the syment boatd. ASPHALT FELT SYSTEMS WiTH 110T ROOFING ASPHALT e G2 asphalt glass mat but sheet ('GAFGLAS R1S Base Sheet -) is a 'ale alternate for Type GI asphalt glass fiber ply sheet ('GAFGIAS Ply 4' or ;LAS Ply 6') in the Class A. 8 or C roof systems indicated below. roof deck may first be "covered with a Type G2 asphalt glass mat base , ' GAFGLAS Stralavcnt (Vent -Ply) perforated- or GAFGLAS Stratavenl,, : -P1y) for imitable decks". Perforated to be mopped and r.ailabte to be ranically attacked granule side down. an option Type G2 asphalt glass mat base slsect (- GAFGLAS p75 Base Skeet' ;AFGLAS Stratavetst (Vent -My) for nailable decks) may be substituted for phalt glass fiber ply sheet l GAFGLAS Ply 4' or - GAFGLAS Ply 67 as the -d base ply in Use following systems. :tom ply or base sheet may be solid mopped, spot mopped or mechanically •ned. :ass otherwise indicated. a!1 insulations may be hot mopped or mechanically :nod. k1GLAS Flashing' or'Ruberoid- may be used for flashing in any of the Class or C systems listed below. -en -Witt' is referenced. this includes 'GAF-TEMP PERMAIi1Es- or any • UL Classified perlite insulation. abed stone or slag are suitable alternates for gravel in any cf the Class A. • C systems listed. nrctuat cement fiber building units are considered suitable to be included • deck in the following Class A. B or C systems listed over C -15/32 or NC. e use of gypsum board under any of the following Class. A. 8 or C systems s not adversely effect the rating. The use of 1/2 in. resin gypsum board is scceptabte alternate for insulation over C -15/32 decks. : use of polystyrene insulations boatd between min 3/4 i i, perlite board deck with rosin paper (;smite /rosin paper /polystyrene /perlite) is a able alternate for isocysnurate board to the following Class A, B or C •M IMP Isulhcrns RA', 'CArtrmr Tapered Isotherm EA- and 'GAf1FHP -rposile A' may he substituted fur any tsutyariurate Insulation in any of the owing Classifications, Class A, 8 and C. -• . _r: ....r „tr Int use -'r orcanic and glass felts or modified bitumen •'Y s� M 5 r Of cot r- •, -_ d'Cbu so imtnte so polite: plsenou4 arty ..- Pty Sheet: Three of mote triers Typo 41 "CAFGIAS Ply 4' ot'GAFNUAS Ply 6'.. hot mopped. • _. - - :: ..,. - . Surfacing: Garter . ' - • 2. Deck: C- 15/32. °'�,- .... --- - =1 tae: 2 - Insutatlon (Optional): One or more lavers perlite; wood, fiber. glass fiber. isocyanurate. urethane. perlite/isoyanurate composite. pulite/ wethane composite. wood fibetrsocyarsurate composite_. phenolic, any thickness. Ply Sheet: Three or more layers Type GI 'GAFGLAS Ply 4' or 'GAFGLAS Fly 6'. • Cap Sheet: One layer Type G3 ' GAFGLAS Mineral Sufficed Cap Sheet'. 3. Deck:11C . taiune:2* Insulation (Optional): One 01 more layers perlite. wood fiber, lass fiber. isocyanurate. methane. pertite/isacyanurate composite. ertite/ urethane composite. wood fiberfsocyacutate composite. phenolic, max. Ply Sheet: Two or more layers Type GI 'GAFGIAS Ply 4' or -GAFGLAS Ply 6'. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Swfzced Cap Sheet'. 4. Deck:11C . iodine: 1/2 - Insulatlon: One or two layers 'isotherm R', 4.In.- max. -hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. - 5. - ' eck: C -15 32 Incline: 1 p Beet (Optional): Red rosin paper. naited to deck. Base Sheet: One 1 er of T. e G ' ase Sheer. (may be y 4' or GAFGLAS Pty rwelhane s:omposlR -+ /� cY. • 6. 7. •8. 1. 1. eras e - - - P1 Sheet: One or mote l- ers of T • _ "GAFGLAS Mineral Syriac - • Bncune: Base Sheet: Otte layer of Type G2 "GAFGLAS 1175 Base Sheet Ply Sheet: One or more layers of Type 01 "GAFGLAS Ply 4' or GAFGLAS PIy 6'. Cap Sheet: One layer of Type G -3 ' GAFGLAS Mineral Surfaced tap Sheet” Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite. glass fiber. isccyanurate, urethane. peefite/isocyanurate composite. pedr:e /ueeUiane ce . polite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or mote layers of ripe G 1. G2 or G3. Membrane: One or more layers of 'Ri.eroid Torch' (smooth or granule) 'Ruberoid Torch Plus (granule). !' Ruberoid Mop - (sc :oth or granule) e • 'Ruberoid Mop Plus (granule). Cap Sheet: - GAFGLAS Mineral Susfa:ed Cap Sheet-. tat mopped - Deck: C -15/32 Incline: 2 insulation (Optional): One or more taycrs petli ;e_, wood fiber. glass fiber. isocyanurate. urethane. perlite / socyanurate composite. Witt r urethane composite. wood Tiber /iso:yanuratt tor..; ^.site. phenolic. an/ thickness. Base Sheet: Two or more layers of T/pe G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. ranult }.. Membrane: One or more layers of 'r :ubetoid Torch" (smooth or g 'Ruberoid Torch Plus (granule).'P.e :eroid Mop' (s -votls or granule) cr 'P.ttberoid Map Plus' (granule). Cap Sheet: 'GAFGLAS Mineral Surfaced Cap Sheet'. hat mopped. Class is Deck: C -15/32 '- Incline: 3.1/I insulation (Optional): One or r.. ::e layers per!; :e. wood fiber. 5t, s fiber. isocysiiutate. urethane. pert: :e /isocyanurate composite. ('elite/ methane composite. wood fiber /is :cyatrutate coc., ;gtite. plsenvlic. a' / lldducss. Ply Sheet: Two of mote layers of lyre 01 'GArGI:.3 ply or -W:fGV 5 Ply 6' Cap Sheet: Type 03 'GAFGLAS Flira:al Surfaced Ca'Slitel-. hot rev p, Deck: C -15/32 IncUne: 3-1/1 • Insulation (Optional): One or r-:: :e layers Fc' c. wood fib:'. 5'':s fiber. isocyanurate, urethane. penile /isocyanura :e composite. ctrl :•. / urethane composite. wood fiber /is:cyanurate ce- ;:site. phen:.rc, 1-1 thickness. Rate Sheet: Tyro or more layers t:f Type 01. 07 cr 01. Membrane: One nr mote tarts of 'Fuberoid berth' (smnnllr or yrarru ••e). 'Ruberoid Torch Plus (granule). 'i'.cberoid Mop' (smut', or granule }. :1 ' Puberoid Mop Plus (granule). Cap Sheet: - GAFGLAS Mineral Sulfated Cap Sheer -. tot mopPed- Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Sloped System Description Roof Slope: "/12" Roof Mean Height: wl Ridge Ventilation:1_6i t Method of Tile Attachment: IY* _ Lei Altemate Tile -A ent Method: Clip Spacipg for Metal Roof Pan Is Field: Perimeters: IY 1. 1 V'M Comers: Perimeter Width: Page 4 DeckType: Wa Altemate Deck Type: Underlayment type: �A. Insulation/Fire Barrier Board: Optional Nailable Substrate: r Fasteners: Cap Sheet Type /Adhesive Ty Roof Covering: cis r( ALtiemeio Drip Edge Size & Ga Drip Edge Material Type:IGalvinized Metal (IDrip Edge Fastener Type: Hook Strip /Cleat ga. or weight bt) Roof System Manufacturer: . A, Notice of Acceptance Number: 2:11411-a-•—,0,--(-0 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Maximum Design Wind Pressures, (From the PCA Specific system] 1I Sloped System Description Roof Slope: "/12" Roof Mean Height: wl Ridge Ventilation:1_6i t Method of Tile Attachment: IY* _ Lei Altemate Tile -A ent Method: Clip Spacipg for Metal Roof Pan Is Field: Perimeters: IY 1. 1 V'M Comers: Perimeter Width: Page 4 DeckType: Wa Altemate Deck Type: Underlayment type: �A. Insulation/Fire Barrier Board: Optional Nailable Substrate: r Fasteners: Cap Sheet Type /Adhesive Ty Roof Covering: cis r( ALtiemeio Drip Edge Size & Ga Drip Edge Material Type:IGalvinized Metal (IDrip Edge Fastener Type: Hook Strip /Cleat ga. or weight bt) J Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application. Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: x A .�.�°�'_ - Mg: ,5,M� = Mr1: P2: 5 -'x -Mg: =Mr1: P3: cxA` i- Mg:, =Mr1: NOA Mf: NOA Mf: NOA Mf: 6 LJ1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: LL-/ 1 NOA Mf: L(.0] _e Mr Required Moment Resistance* Mean Roof Height, in Feet 20' 25' 30' 40' Roof Slope ? ? ? ? ? 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 :1 '28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 / 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 J MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/01/2001 1\ x0450001 \pc2000\ \templates\ notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com J SANTAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub - Category: 07320 Roofmg Tiles Materials Deck Type: Clay Roof Tiles Wood ACCEPTANCE No.: 00- 1212.06 Approval Date: February 1, 2001 Expiration Date: February 1, 2006 1. SCOPE This renews a roofmg system using Santa Fe "Santafe `S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Test Dimensions Specifications I =18" w =11.5" %z' thick 1= varies w = varies varying thickness Product Description PA 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Screws Dimensions #8 x 2 -W long 0.130" shank dia. 0.178 flute dia. Test Specifications PA 114 Appendix E Product Description Stainless Steel Manufacturer generic 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112 a .� �r - shall be submitted to the Building Code Compliance Offic'! uloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - Mg (ft -ibf) Tile Profile Table 1: Aerodynamic Multiplyers -1. ft3) 4 ":12" Tile Profile 6 ":12" 2, (ft3) Batten A. • licatlon X (ft3) Direct Deck Santafe 'S' Battens • 0.274 0.297 Table 2: Restoring Moments due to Gravity - Mg (ft -ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe '8' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Clip Two Screws w/ Clip Santafe S Direct Deck 21.8 29.161 38.28' 57.31 57.60 61.77' Battens 1. Approved screws as noted Product manufactured by others' 3 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 Adhesive Set 61.9 3 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE Frank Zuloaga, RRC Roofing Product Control Examiner 4 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Mami Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE Frank Zuloaga, RRC Roofing Product Control Examiner MIA MIDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05 /10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06 /14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 150450001 \pc20001\templates\notke acceptance cover page.dot Internet mail address: postmaster ®baildingcodeonline.com Homepage: http :/ /www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roof Tile Adhesive Materials: Polyurethane Approval Date: June 14, 2001 Expiration Date: Mav 10, 2006 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro 0 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane N/A Dispensing Equipment Foampro® RTF1000 ProPack@ 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 exults 1.6 lbsfft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Chan Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro 'I AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro ii AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F z) -w MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 PolyprolD AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro i dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to 3 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 5 Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 6 Polyfoam Products, Inc. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under Ille Single paddy between tile 2 in. z 7 In. warn size paddy eave course only Fascia Weephole Eave closure Drip edge Nall through plastic cement Single paddy between tile 3 In, SIM* paddy on underlayment Single paddy on top oldie Eail Course 7 Eave Closure 2 M. x 1 in. medium Fascisize paddy eave course only a Frank Zuloaga, RRC Product Control Examiner • 46 '4. Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following chall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /27/2003 Applicant: STEVEN Owner: SHULMAN V�J JOB ADDRESS: 471 NE 101 Contractor EARL JOHNSTON Local Phone: 305 -757 -1234 Parcel # 1132060170680 Building Permit Permit Number: BP2003 -124 Page 1 of 1 SHULMAN • STEVEN ST Contractor's Address: 5721 DEWAY ST Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22.& E1/2 LOT 21 & W1/4 OF LOT 23 BLIP 91 Fees: Description FEE2003-481 Building Fee FEE2003 -482 CCF FEE2003 -483 Buildier's Bond Total Fees: Amount $217.50 $8.40 $300.00 $525.90 Total Fees: $525.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/26/2003 Construction Value: Work: RESIDENTIAL If there is no permit pa( fee Is $50.00, which must This Permit is granted to the co ordinances pertaining thereto and and approved by the proper munic authorization. A further condition � ordinances and regulations pertair by his agents, sewer s or employe Signed: a 0 In consideration of the issuance with the plans, drawings, statemei myself, my agent, servants or emi Signed: `& «00384811' 1 :0440008041: 04 L L6 L884 L 36 r PERMIT APPLICATION FOR MIAM}r SHORES VILLAGE • • ... • • • • .. .. • . • • • . .. • •.• • • • • • 11 .301400)701t30 Job Address 1{t%� /V C • �� C9��� ▪ Tax Folio Legal Description .. . • l � tEVEPI L fl ? • • Lessee Tenant • • • • • • Owner's Address Master Permit c��/ ^ / Phone L305) /wJ / -x12- 5721 DEWEY STREET HOLLYWOOD, FL. 33023 •• • • • •• ••• •• • Contracting Co. EARL W. JOHNSTON R00FING, :INC:.: • Address Qualifier EARL W. JOHNSTON SS# - Phone (954)989 -7794 .• • •.• •. State # CC C057073 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle Municipal # Competency # N/A Ins.Co. 4 WORK DESCRIPTION one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING) PAVING FENCE SIGN Square Ft .a/ 00(piTUI) ) OO (4 4) Estimated Cost(value)01113580°C) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and 'on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comp tine with all �ap 2 i, -ble laws regulating construction and zoning. Furthermore, I authorize the v¢ -named con a•••r'to do the work stated. Signature of ov�ner and /or Condo resident Da : Notary as t My Commissi L� nt Signature o Dat • ntractor or Owner- Builder l- /.ii.► �. A Nota s •°Eb-.oa r fer Builder My .,: ,:_:r_ E'r1rC^�4�07�� .1�� • IlhessullyktmmIUMIalD . * * * * * ^* * * * ** FEES: PERMIT /1SD RADON C . C . P S ,% 0 NOTARY? TOTAL 30d1 APPROVED: Zoning Fire Other Building ��)g El ctrical Mechanical Plumbing Engineering 03R042540 2003 JAN 21 09:02 NOTIOE OF COMMENCEMENT A RECORDED COPY MDT BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO.J! A` ar01%Qb fl STATE OF FLORIDA: COUNTY OF MIAMI•DADE: THE UNDERSIGNED heleoy gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: f i Yid PL O rniFwyu. &WES SEC .4 Lo_t_aa_+_es2Aaaljaaop jataisKguladay • 2. Description of improvement: l Al @(n 0 0 3. Owner(s) name and address: l) 0 irl ih i WYylr 14-171 NP. 101 St Interest in property: Fee Simple Name and address of tee simple titleholder. 4. Contractor's name and address: 5. Surety: (Paymert bond required Name and address: Amount of bond $ 6. Lender's name and address: Marl W_ ,Trshnsstnn Roofing, Inc. 5721 Dewey Street, Hollywood, FL by owner from contractor, � Lam) FLORIDA, COUNTY OF nADE 1 HEREAYCERTIFY that Mc is a /Me 'ngmel Ideo m this othca on r d' •• oI 7500 • ,:. o03 . J' C: my hone and k or <y, er documents may be served as J1hVEY RUVIII. C 33023 and County Courts 7. Persons within the state of Florida designated by Owner upon om notices provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • fs 6. in addition to hir iseif, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expirn date of th different datd Is sp,�ill�� cif Signature of Owner Print Ov,ner's Name J G, I'L4A,YVl Prepared by Earl W. Johnston Roofing, Inc. N•;i e f Commencement: (the expiration date is 1 year from the date of recording unless a Sworn to and subscribed before me this 1(0 day of MINI , 20 CE, A ROMEO Address: Notary Public t. (� ry ` 1� commExp. W2?/ea 5721 Dewey Street Print Notary's Name l,�% . ;$4:--:i11115 No. cc u Hollywood, FL 33023 My commission expires: fit 123 01,52 PAGED 8M 1 1 High Velocity Hurricane Zone Uniform Roofln Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT EL APP CATION Master Permit No. Contractor's Name: Section A (General Information) Process No. I. Job Address: 16-14/ 1L.'. 'J^ WSFO,.i kccPN 1 q71 NE 101 &aEEt oof Category • Mechanically Fastened Tile Vortar�Adhesive)Set Tile E Metal Panel/Shingles • Wood Shingles/Shakes Low Slope I Asphaltic Shingles Prescriptive BUR -RAS 150 ✓ Other. New Roof Re- Roofing Roof Type r Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes ' - No If yes. what type? r Natural r LPGX Roof System Information F177,- v Steep Sloped area ((L 1 �0 (1 9 0 0 Low slope root area (fl.') � Total (R.') Section B (Roof Plan) Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections. roof drama. 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'►: Corner Size (a' ■ a'I: • • . ilk■■■ ■ ■ ■ ■■■ ■■■■■ ■ ■MIEN■■■■■/ �11111111111W1111.1111111111Mil IMO IBMINIIIMMINIIIBIMICAMBII 11/ 11L■■■i�■■■111111MO ■1101 Al 11 ■ \O ■tom ■■D•l0■■•I RIM CIMDC:. MIMB1111.::4`■. ■11a111111•■■111• Ir NNW • t t; OMIW AMMAN , Bun EP' )wl iw ■T119 i—.- ..41+01. .s." -* I —y • 'I' I �!_a.'1- ' 1•. '' • . I 1 ' • 1 Page 2 1ntp :. +t+��.:r.mi;uni- +latictt.ti hills n10111lt prrmiting'pcnnit_app sutitm_a.ICI'i%11 12.1)1)2 .et • System Manufacturer IMF �?- -Osg. 09 NOA No • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Design Wne Pressures From RAS 128 or Calculations Pma. t ' ,T Pmax 2 Pmax3 Maximum Deston Pressure From me Soecdtc 4 NOA System Deck type ✓�- Iv�L.L ' These decks require a fastener pull test by an approved test labratory Omer Deck Type Nein J oist Spa nc 1 /fir: Scope 1— / t-`" AncnorrBase Sheet d No c Ptvtst I'74- /-). S77)' i AncnorrRase Sheet FastenerrBonomo Material 11 I/7 '--RF. -) i\ICL.13 I 1 5/3 t'I(QC'a `_> tnsutaucn lose LaverrS.re S Thickness Base tnsutauo^. Fastere•rBonpmo Matena: Ii 1 - �11:.t1r Tao insulation Fastene':e= •tarn Material ^su.»or Ter. .ale•.Sco e.'^r.ness Wood Nader s S'tslSNo ofPNgsl Base S t Fastener /Borwmg Matenat I 1 +ulu y w! hc+- ctsphQif PlyS&eens41 & No MPlvtst I het astl Via of tarty hcJt Drip Edge Size o Gauge 1 3i1 9I.:: .9Q. ' l Ono Edge Matertat Type 17 1 VlirY71 ZECL Hook StnorCleat gauge or wetgm Cooing Metal 1 tJl F4 N/A FJ Too Ply 1 ( `.rl� —1 Too Ptv Famenino:Beftaino Matenal I''age I of f • U0iPE i V het. C J1Cl.�i- I r i hcRcjIASS r ui E I I J4 W_ ( i %x_110,. FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Tvpe Alternate Fasteners I • Feto arc © taps & IFT rows L Perimeter ^ orc @ taps B t 1 rows t -t . . � i , !, .2 Corners t ac @ laps & "'i rows •.•! zac NUMBER OF FASTENERS PER INSULATION BOARD Frew t4 r Perimeter = i I h Corner fJ i tr)i_ I V hcf - - :`;(:%i aA !i Page 3 • p. -r. • -; Page 1 of High Velocity Hurricane Zone Uniform Roofing-Pennit Application Form MIAMI -DAD COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter. Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height. Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing f- or Submit Manufactur to that amply with RAS -111 and Chapter 16. iy V Qsphoi I- it/ 1V I >hat l- k •4 1■wL 75 RSrrn T9 PCL stiN arr1IZE Page 3a Parapet Wall Height Ft. Mean Roof Height _ q Ft. High Velocity Hurricane Zone Unifdrm Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof Slope: r� '112" zi Roof Mean Height I �J J Ridge Ventilation 1 /v )// ! Method of Tile Attachment: Sloped System Description 1 RA- 120 rlil Alternate Tile Attachment Method: I N R Clip Spacing for Metal Roof Panels 1 j 1 Feld � t� Perimeters: 7 Corners' 1717 Perimeter Width t�.J� I'1 Page 4 http: %%%vt v.cu.mianli- dadc.I1.us bldg rooiim __permitingiscction_d_3.html Deck Type: Aftemate Qeck Type: see: nenl type: 30 # Li,5 1 N. ire Barrier lard: lopteifi Mailable Substrate: Page 1 of 1 1yn4CEe t/LlIs i- NT 5 Fasteners 1C,90 ap 90#. /14e it hitAs cuWf- C Sheet TypelAdltabve 1 S1' ilr R Cov ring Attachment Method: 3" en face 26 ga. Drip Edge sea s Gauge: t Drip Edge Material Type: 'Galvin ized Metal Drip Edge Fastener Type: Hook Strip/Cleat ga. or weight: N/A 11 5/21/02 Roof System ! "^►e rx Manufacturer. _ ,. Notice of of Acceptance Number: 100 //9. OLD Minimum Design Wind Prr(ee�sssfuufre////s, If Applicable (tram RAS 127 or Calculations): P1: al�P2: /0"•w P3: /OO•CO Maximum Design Wind Pressures, (From the PCA Specific systems 10/. Roof Slope: r� '112" zi Roof Mean Height I �J J Ridge Ventilation 1 /v )// ! Method of Tile Attachment: Sloped System Description 1 RA- 120 rlil Alternate Tile Attachment Method: I N R Clip Spacing for Metal Roof Panels 1 j 1 Feld � t� Perimeters: 7 Corners' 1717 Perimeter Width t�.J� I'1 Page 4 http: %%%vt v.cu.mianli- dadc.I1.us bldg rooiim __permitingiscction_d_3.html Deck Type: Aftemate Qeck Type: see: nenl type: 30 # Li,5 1 N. ire Barrier lard: lopteifi Mailable Substrate: Page 1 of 1 1yn4CEe t/LlIs i- NT 5 Fasteners 1C,90 ap 90#. /14e it hitAs cuWf- C Sheet TypelAdltabve 1 S1' ilr R Cov ring Attachment Method: 3" en face 26 ga. Drip Edge sea s Gauge: t Drip Edge Material Type: 'Galvin ized Metal Drip Edge Fastener Type: Hook Strip/Cleat ga. or weight: N/A 11 5/21/02 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: 1932" or greater plywood or wood plank System Type A (1): 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 Fastene r (When applicable: Steel plate only =S, platic plate only (Table 3) Density /ft2 =P) ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum V2" thick N/A N/A N/A Perlite, GAFTEMP® Permalite®, Permalite Tapered, Paroc Minimum 3h" thick N/A N/A Fiberglas (Min. " / „” 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 -401bs /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® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable. RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat-Weld 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) VOA No: 02- 0408.09 Espirntion Date: 11/04/03 Approval Date: 05/23/02 Page 12 of 26 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec ( GAFTITE) #12 or #14 Screws and 3" 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. (Maxi iin Design PresNure,AiQsf.�See General-Limitatiog_10 GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Shit or any of above Anchor sheets attached to deck with approved annular ring shank L_s and tin- eaps.at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the �` . field. (Maximum_Design Pressure —52.S psf, See General Limitation #7) GAFGEAS #75 Base Sheet or any of above Anchorsheets attachedito deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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 -Tec (GAFTITE) 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 -Tec ( GAFTITE) #12 or #14 Screws and 3" 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) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Ultra Base Sheet, GAFGLAS STRATAVENr' Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat-Weld 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 Ibsisq; (see General Limitation #4). One or moreplies GAFGLAS PLY 4®, GAFGLAS Flex Ply 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 lbs. /sq. (Optional) One ply of GAFGLAS® 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. (Required if no cap sheet is used) Install one of the following: I. GAF Special Roofing Bitumen with an application rate of 20 Ibs./sq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premiwn Fibered Alwninum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. f 20 %; plus gravel or slag with an application rate of 400 lbsJsq. 8 300 Ibs.isq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating). Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 13 of 26 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" Dens Deck or ''A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is requiter 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 lb£ 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. (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 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 fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 26 of 26 FILE No.201..04/12 '02 09:20 ID: • • MIA M 1.OAt?F • FAX: PAGE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDrNc PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile Under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall no: be valid after the expiration date stated below. BCCO reserves the right to secure this product or nnateria1 at any time from a jobsite or ;manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or :material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 ,MIAMI. FLORIDA 33130.1563 (305) 375 -2:901 FAX (305) 375 -2905 CONTRACTOR LIC}:NSIi`C SECTION (305) 375 -3537 FAX (305) 375 •2555 co\ rnACioR ENFORc1 :NIE.N I' DIVISION (305) 375-2966 FAX (305) 375•3905 PRODUCT CONTROL DIVISION (305) 375 -2002 FAX (305) 372.6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 0210172006 ._ 724/1-) Raul Rodriguez Chief Product Control Division THIS IS THE COYFRSHE_ItT. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This aop!ication for Product Approval has been reviewed by the 3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 02/0112001 a a�� Cw.13 •. :L" tsilte_3'ROUC ee: zt ■ce : + ^vc' ^ :&.aloe Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office i,. FiLE•No.201 Q4./12 '02 09:21 ID: FAX: PAGE SANTAFE ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Cataaorv• Roofing Sub - Category: 07320 Rooting Tiles Materials Clay Roof Tiles Deck Tyne: Wood Approval Date: Fcbruary 1.2001 Expiration Date: February 1.2006 1. SCOPE This renews a roofinv, system using Santa Fe "Santafe 'S" clay roofing tile. manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code, tc.)94 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be doge as a moment based `∎stern. 2. PRODUCT DESCRIPTION Manufactured by Test Product Annlicanr Dimensions Specifications Description Sa ttafe -S' Clay I= 18" PA :11' One piece high profile c!:t•. roof tile Roof Tilt w = 1 , .5 equipped with two rail holes. For pad -on, r_° :hick ,Mortar set and adhesive set aooiicatio:.s. Trirn Picks vr:res PA 112 :accessory trim, olay roof pieces for use at = pries hips. rakes. ridges and valley terminations. varying Manufactured for each tile profile. thickness 2.1 CO v1POYENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Sy�ecifications Description Man ufacturer Tiie Screw_ =S x 2- =" on P. 114 Stainless Steel centric 0. 130" sh;.nk dia. Appendix E 0.!,S flute dip. Li\IIT-ATIONS Fire ciassi; izntior is not part o; this acceptance. ror mo:t:r or aditesiv c set tii• ap p;icttions. ;t sraric tick: uplift lest shall be performcc in :ccordancc ;th 1tAS :06. : C'hC1nt :hall - o:a..• the service, of z '.1is:ti -7aae County Certified Laboratory to -_..,rr qu:,r::r.y test in accordance ••. ,.h PA • :2 an ^ + ..++z, hall be :i.omitted to the Bui:dinc Code Cor.`pii: roc: aioaca- RRC !'•.o i P!'cuc: C00nso: 'r'.xs.r,!ne. FILE No .201..04/ 12 '02 09:22 ID: . FAX : PAGE 3 SANTAFE TILE CORPORATION ACCEPTANCE No. : 00 -1� 12.06 3.5 30190 hot mopped underlaymcnt applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. LYSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations .Santafe 'S' Table 1: Aerodynamic Multipiyers— ).(ft') (fta) Tile 1 A (ft') Profile Batten Application Direct Deck I i 0.274 0.297 Table 2: R orin estg Moments�due to Gravi Tile 1 2 :12 1 3":12" 4:12 5 " :12' Profile ; 1 5attens Oirec: ' Battens I Direct i Battens Direct' Battens Direct Deck 1 1 Deck ? Deck Santafe 'S' l 5.93 1 5.90: 5.85 I 5.82 i 5.73 5.69 5.56 - M. ft-lb Deck 5.53 6 ":12" 7":12" or _greater Battens I D:rect Battens Direct I Deck Oeck 5.32 1 5.29 5.03 ! N/A Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -lbt) _ For Nail -On System Tile Profile Tile I Two Nails i One Screw 1 Two Screws One Screw (-Two Screws Application I I ; Santafe S Direct Deck 21.8 ! 29.16r I 35.28' Battens i i war C:ip 1 w•/ Cup 57.31' 57.60' 61.77 App:ovCd screws as noted 'Product nar.dactured ov others'. Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar or Adhesive Set S stems Tile Tile Profile „ Application Santafe 'S' Mortar Set Adhesive Set Attachment Resistance 23.6 61.9 Prank Zutoaga. RRC Roofing Product Control Examiner FILE. No . 201..0/1/ 12 '02 09:22 ID: FAX : PAGE - SANTAFE_TI LE CORPORATION ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable :narking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BuII.DING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the follo«ing: 5.1.1 This Noticc of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this systcrn. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE Frank Zwoaga. ?.RC '7.-..- ....,.. D—in.w r.,ntreo t +.,- rier• • FILE•No.201.04i12 '02 09:23 ID: FAX: PAGE 5 • SANTAFE TILE CORPORATION ACCEPTANCE No.: 00.1212.06 NOTICE OF ACCEPTANCE STANDARD CON !TWINS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted. is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by thc words Miami -Dade County, Florida. and followed by thc expiration date may be displayed in advertising literature. If any pertior. of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. S Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE Frank Zuloaga. RRC Rnnfina ornda_t Control Examiner • •09/19/.01 WED 10:55 FAX 954 578 1042 MIAM MADE FOLrPOAIS PRODUCTS. INC. PRODUCT CONTROL NOTICE OF .ACCEPTANCE PoIyfo:tm Products, Inc. 24(O Spring- Stucbner Road Spring ,TX 77383-1/32 -40 Your application for Notice -of Acceptance (NOA) of: Two- Component Polyurcthene Form Adlllcsive tinder Chapter 8 o1'tile Code or Miami-Dade County; governing r fe use, of Alternate: Materials and Ty Construe :icy., and completely describe,, I.1erein, has Coup.: Suildint7 Code C::1� pflanc:=_ /Office (BCCO) been nder the lconditions specified ahere z� the !�fiatni- i;:is NO:, -ltati not be valid .jam; :h:: .u.:^ ,i. r ation date stated below. BCC° reserves the right :o sect': product mn :zr :at at any time :'rem ocs to or rrlanutaC:urer'- alant for quality ccntrcl testing. :o 1;131rsr tic :l� lir ll t. si .. ,�,•:• : , rr in the ap. prcved manner, BCCO may revoke. modify, or su5o er or _tic:, product or ,•-':.: . BCCO reserves the right :o revoke :his approval, i th::: thi` :rcdt ::: or material fails :o meet ;.he requirements of l.te South r MIAMI -DADE COUNTY. METRO -DADE FLAGLER 8 BUILDING CODE CO1MPLIANC: • METRO -DADE r•T.AGLER 140 WEST FLAGLER STREET. S' MIAMI. FLORIDA 3 (30S) 375-2901 r•AX (:,as: c:on•rsc. c rou r.rcENSINC (3051375 -2527 FAX no: coN rf&. c tore r•avra:cENIEN r: (305) 375.1966 rAX U0 PRODUCT (2O. rani t (JO) 37f-2.902 PAX 00' 3r _.:c1: test: ::2 by the manuiheturcr. ACCEPTANCE NO. .•1)I -1a: tt� EXPIRES: 051 IG•_CQe rt,u1 RJJri CItie Pr d'Jct Control Division TI IIr r�� i :.�llr =T -1n1)ITIoNm. 1' :«e.rs FOR SPECIFIC.. ND GENERA I. CONDITIONS 13I•ILDI \l; CtOnr PRODUCT REVIEW ITOM111ITTEr c1i revicw4•cd by :13c i3CCil :no Apprcived 11:c Build ••• : :c •1 d :tl ��(liil'.11 D c .:111::►. Eorida ; 1f1;.Cr :.7 :i.71itJr]5 I- ::incicci I. .).:11:1./1 ?1. R.. . .':t :11 :1init Colic ro*Ivfoam Products. Inc. ROOFING ASSEMBLY APPROVAL Catceorv: Roofing Sub- Cutcgnrv: Roof Tile Adhesive Materials : Polyurethane .. .. .. �r ACCEPTANCE No- : 91 -0521.02 Approval Date: ,tune I4, 2001, Expiration Date: IVluv 10.2006 1. SCOPE This approves Polyprue A11160 as manufactured by Polyfozun Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with hoofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproti AI-I 160..1 here the attaclunent calculations are done as a moment based system for single patty plazerne :;t, and as an uplift based system tar double patty systems PRODUCT DESCRIPTION Manufacturcd by Applicant PolyproG A1-1160 FoamprotD I TF1000 Dimensions N/A Ni A Pr;,P ckJs 30 Sc 100 Test Product Snecircations ,Dcscrintion PA 101 Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Cnmptir,.^:s ,r products manufactured by others: AT.' Prctyuct Control Accepted Root'Tite Assembly having: a current VOA ,.•itich list uplift .:cc values %vial the use of Poiypro A11160 roof tilt ,dh::;ivc. 2.2 ca l PrnTypiry per Dcr..stty Compressive Strength Tensile Strct1Qt.: `.Vatc'r . \bs:.rct: . • Moisture \';.,peer Transmission o F7 C1151011.a Sl.ic�iiily Physical Properties: Test \STM D :622 \ST\I D 1621 • •tSTNI D :623 AST \I D 2127 .y.ST \1 E96 ��a D _:26 Results 1.6 lbs.: ft.' 18 P51 Parallel to risc 12 PSI Perpendicular to rise: 28 PSI Parallel to rise 0.08 Lbs. /Ft'- 3.1 Perm ! Inch 10.07% Volume Change J.! -400 F . weeks r6.0 13'% Volume Chance %,i) ! : Or 1 n Humidity. 2 weeks �� T Frank Z::loat:a, 'ARC Product Control Examiner ;. ti►xmrr. • . net. . - . 'Polvfonm Products, Tne. r' . ACCEPTANCE iYu.: OI- 4521.02 Note: The physical properties listed above are presented us typical average values as -determined t accepted ASTM test methods and arc subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part ofthis acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. - 3•2 Polypro® .A1-1160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polyproe AH 160 r'oo: tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Poivprod AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F'= if) w MS 4. VISTA LLATI0.\ 4.1 Polypro® .;I:!:', may be used with any roof tile assembly having a current VOA that lists uplift -es:; :,- values with the use ofPolyprott AH160. 4.2 Po1yprob .A : ! tic; shall be applied in compliance with the Component A!pp!ication section t ;:c cerrespo:ldirte Placement Details noted herein. The roof tile asscmbiv'_ ac:Icsive attac:tmcnt with the use of Polyproe AH 160 shall provide sufficient a;tac;:.:,•cs;t resistance, expressed as an uplift based system, :o meet or exceed the uplift :s: :nee de :.errcined in compliance with ,Miami -Dade County Roofing Application _:as::; ::s RAS ;??. The adhesive attachment data is noted in :he roof 4.3 PolyproZ .• :: -: rezt ti.e adhesive and its components shall be installed in accor;:anc:. 'x: : :: Stet: : :e Application Standard RAS 120, and Polyioam Produe:s, Inc. Polyprc' .A ; ; OCeratine Instruction and Maintenance Booklet. 4.4 installation by 1 Fac :ory Trained 'Qualified .applicator' approved and :icersed by Poi; fc : :: irc Poiyioam Products Inc. shall supply a list of :ep; oved ap : :cat r _ c ;..c ai: :I:cr:r: havine jurisdiction. 4.5 Caiibr. t:; + . , . e1 -1pro® dispensing equipment is required before app ii vati,. ul any ac! :eE: _ -:e 71:x ratio between the "A" component and the ''D" component shall oe ::lain :.. :..__ ,•-• ,can C -1 :5 (A) . 1.0 (B). The dispense timer shall be sc: :c aciiver 15 Stall - __ po..i.Os per : is its determine:. at ..:iliLra:i n. Nc other sc:::l :L'.`•. . . ! :c Applied with Foatt:pro RTF:300 or Prcl'ackY'.w JC .1i:;pcns; :: : :,;: ;'c :x =•osca purl ::aacr.t!) Frank Zuloa La, RRC Pr.UUC: Ccntrot Lxair.ine: Po lvfonm Producti, Inc. ACCEPTANCE No. : 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 PolyproZ .AH 150 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placenter noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile 1 Placement Single Paddy Weight i Detail Min. (grams) I . Flat. Low, High 13:i .:s I #1 35 High Profile (2 Pic 3::::;::) i #1 17/side on cap and Two Paddy Weight I per paddy Min. nns) N/A N/A Flat. Low, High I [Fiat, Low. High 34/pan 117 1 24 5. LA B ELING All Polyproi..z.....-1: N/A conniners shall comply with the Standard Conditions listed. herein. 6. 1:11.111.,D1NG 1)1:7%.`,11-: II.E.QuIREMENTS 6.1 .A by rne Building Official or applicable Buildina Code in order :0 Ehe installation of this system. F:ank Zuiaagn. :tRC Proz:::ct CLIn:rct Polvl'oim Pr ®duets rnc. ACCEPTANCE NO.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 • SINGLE PATTY 10 St: ateteun. tan ;mane ai ant 1eh" •t ter -:>_ tPro mend min map +area» apper. 1 In..* ken taeepnein {deetam Me) q Pone enough oakum: 10 uNeee 17 to 32 mute nice in cealact Wm me pan n4 21 rum men emu dolt PUee eedeehre t 71n. fa 1 M. from mamas cage Maur Mt Then Rauh the lac. t'.uerieement Opuona :ze'e lot Bleep pod aaCJ:IUeno 114J teteagn plane cement ■ (111::aWa • to it: 7 i aamev .ea Delta d of eat. :ZAe eater t:e at'at 114CVIO «meat Wan t:aa, i.11kn can and el :an :le envoi ilea ate % 1111 4 !Alf 're. % / Ens a :11re / ' 'Undone.. ramie Bak .,6-ar 1111011 Caems eeiume atarur II on micro:mu 10{'81 cab:. I r ;ik ztti;2: RRC '1rojt:ct C13t1 t:0 LSa21lll!�: 1 . . . • . • • , ••••• . . . • s.• • ." • ovisau. WED 11:01 FAX 934 378 1042 POLItRiAI‘ pRomicrralm. • a. r• Polvfoant Products, Inc, aiI through plastic cement 1:ndetl3yment • • • • • • • . . • - ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall Waugh plastic cement Paw (Beneath Mei Env Ccurse Ease Come ."<st Weepenir 7 Eno deur NNS (kip edge Eav Co ewe Fai:a • • • 4:•••°:•-rittra;-.4i,g147.112'1•2;.• .;-:•estie L •-o. • r • • .• . • polvfoam Products. Trigg AND ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY. Nail through plasdc cement • • - Faddy (between dlat Paddy (under We) Single paddy •••- 3 In. under the I x 3 in. Singia paddy on laymen! Single orgy on top of tile 2 in. In. ••• in. X 7 ift metaum size ;eddy la" Fascia curse Only Nail dwough plastic cement Undedayment skip paddy undo Single pd I., 3 x 3 In. 4 lo. single Pa•44011 under. laymen! Single paddy on top of tile Ere Caws. Nail tb?ougn plastic cement 7.1 3 in. x SMom earmy on tneenmeent I s, I Sin;.e UMW . Ion too of the / i 3 In. single pan under cite Single paddy between ti:o 4 In. 2 1"441\4441>pp,..•411/ ft% 4N% > 21 M. mefactIvuemZ:Gsure site paddy eave course oruy Fascia Ewe Z.1111St my. Frank Zuloaga. R.R.0 Product Control Examiner d 1 . roved) and tit= submitted &mcs, oldex than eight (8) years. 2. • • appIIcsg on has bectifilc • .., -.... .igtnccnng doctrtntmts, dre ttt • Any and all approved Products shall be state, and the following "Mani-Dade with the ntauufactun:r's name. city, g stazcm mt: minty Product Control Approval ", or as specifically stated in the specific conditions antis Acceptant 3. Renewals of Acceptance will not be considcrad 11! v. a. There has ham a change in the South Florida building Code; affining the evaluation of this product and the product is not in compliance with the cods; changes, b. The product is no longer the same product (identical) as the one originally approval. C. If the Acceptance holder has not complicad with all the n quirements of this acceptance, including the correct installation of the product. d. The e:ngin= who originally prepared, signal and sealed the required documcattation initially submitted; is no longer practicing the engineering profession. 4. My revision or change in the materials, use; andlor'manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fear) and grantal by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed . • by the expiration date may be displaved in advertising literature. If any portion of the Notice of Acceptance: is displayed. then it shall be done in its entirety. 7. A copy of this Acceptance as _well as approval drawings and other documents, where it applies. shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site a all time. the engineer need not reseal the copies. :i. Faiiure: to comply with any section of this Acceptance shall be cause for termination and removal of Acccp:ancc. 9. This Notice of Acccpta;.c: consists of pages I through!. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner r. I� Owner's Notification for Roofing Permits issued under the Florida Building Code MAW-DADE COUNTY BUILDING DEPARTMENT ELECTROMC APPUCATIDN Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z 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 wo manship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zo �� code, should be addressed as part of the agreement between the owner and the contractor. L. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re al - , in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Flol1�� t uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). 1.� 3. Common Roofs: Common roofs are those which have no visible delineation between nei- 'ring units (i.e. townhouses. condominiums, etc.). In buildings with common roofs, the roofing ��� • tor and /or owner should notify the occupants of adjacent units of roofing work to be performed. co 4. Exposed Ceilings: Exposed. open beam ceilings are where the underside of the roof decking be viewed from below. The owner may wish to maintain the architectural appearance. therefore, roofing nail •enetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the j; n of maintaining this appearance. 5. Ponding Water. The current roof system and /or deck of the building may not drain well and may . ca se water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distre s and may require the review of a professional structural engineer. Ponding may shorten the life ex •; cy and performance of the new roofing system. Ponding conditions may not be evident until the on 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 ov rloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac', •,. ce with the Florida Building Code. Plumbing. •�,J 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int of the structural assembly (the building itself). The existing amount of attic ventilation shall not be re( u ed. It ay be be fici) to onsider additional venting which can result in extending the service life of the'. f. ' I I 1 l r 03 9I, 72,- w - r' /Agent's Si n . ture Date Contrac or's gnaiure Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Inspections Address: 471 101 ST NE Applicant: STEVEN M SHULMAN Page 1 of 1 Printed: 11/18/2003 Permit Number: BP2003 -124 Inspection Date: 2/10 /2003 Inspector: George De Shamis Inspection Number: INSP2003 -619 Status: APPROVED Inspection Type: Roofing Passed? Q Required Steps: Comments: RENAIL SHEATING AND PARTIAL TIN CAP Inspection Date: 2/11/2003 Inspector: George De Shamis Inspection Number: INSP2003 -631 Status: Approved Inspection Type: Roofing Passed? El Required Steps: Comments: THIS IS FINAL TIN CAP AND HOT MOP Inspection Date: 2/21/2003 Inspector: George De Shamis Inspection Number: INSP2003 -769 Status: APPROVED Inspection Type: Roofing Passed? 0 Required Steps: Comments: Inspection Date: 2/26 /2003 Inspection Number: INSP2003 -849 Inspection Type: Roofing Required Steps: Comments: TILES ARE LOOSE - PROVIDE AN UPLIFT TEST Inspector: Curtis Craig Status: Denied Passed? ❑ Inspection Date: 8/22/2003 Inspector: George De Shamis Inspection Number: INSP2003 -3472 Status: Denied Inspection Type: Roofing Passed? ❑ Required Steps: Comments: NEED UPLIFT TEST Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/22/2005 uilding Permit Permit Number: BP2005 -541 Page 1 of 1 Applicant: STEVEN SHULMAN Owner: SHULMAN STEVEN JOB ADDRESS: 471 NE 101 ST Contractor PAVERPRO Local Phone: 305 -220 -1531 Parcel # 1132060170680 Contractor's Address: 3431 SW 143 PL Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: Description Amount FEE2005 -5134 Building Fee $150.00 FEE2005 -5135 CCF $3.00 FEE2005 -5136 Training and Education Fee $1.00 FEE2005 -5137 Technology Fee $3.75 FEE2005 -5138 Scanning Fee $3.00 FEE2005 -5139 Builders Bond $300.00 FEE2005 -5140 Submittal Fee ($50.00) Total Fees: $410.75 Total Fees: $410.75 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/12/2005 Construction Value: $4,500.00 Work: INTERIOR DRIVEWAY AND APPROACH Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION. • FBC 2001 t � ~� Miami Shores Village Building Department ;ri.,-_.� Is 7,1 - elf :i Permit Type (circ Owner's Name (Fe Owner's Address 1( (ive 101 nnrr 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No /- P 03 ' 0-W Master Permit No. Electrical Plumbing Mechanical Roofing City 014 ;141-44 i 5/K0Re3 State Tenant/Lessee Name 5'1G1ieN v til/r/ 5t At/AM/ 51-101 10 Ft- Job Address (where the work is being done) 0 City Miami Shores Villaa_e Is Building Historically Designated .-YES� Phone # "95. 7 51_ /23y. Zip >3/ - Phone # _— t/7( N5 /0( 5t C r u- eni47✓L Pe it/ County. Miami -Dade NO Contractor's Company Name 67.4 o Contractor's Address 3'( 31 5141 f Z 3 pl. City ,/fil %11.r4 Qualifier 4(/(. FA QuA 1 L Architect/Engineer's Name (if applicable) Architect/Engineer's Address City $ Value of Work For this Permit Zip ,a/..32 3Q5 y g6. 251.(L( d3 " ° Phone # .3o 5. 20- 9421 Mu [- State pe. Zip 33 State Phone # Number of: Bays Stories Type of Work: ['Addition ['Alteration Describe Work: 0 A ' Families ew Zip Square Footage Of Work: /- Bedrooms ❑ Repair/Replace A AN , Ory _.. Baths ❑ Demolition AI"?' , c.4- C 5 A"d ✓yet° ..-00 i r. r'tt' S i /° ****************************Fees******************** .3't Permit Fee $ L 5 �� County Escrow Fee $ Notary $ Education/Training Fee $ l ♦ ---1 Tech $ 30 '75 Scanning $ 3'—' Code Enforcement $ "'--• Bond $ 3 d c) --- Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ 4% 0. 75 Radon $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) . Mortgage Lender's Address City State • Zip 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, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC PLUMBING, SIGNS, 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the penis must property is subje t to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first • tio which occurs event (7) , , s after the building permit is issued In the absence of such posted notice, the inspection will �► be , proved and ' a ns .. tio fee will be charged. Signature Owner or : ent The foregoing instrument was ackn wledged before me this 14 day of Ate' \`,20 by g sLl4 who is personally known to me or who has produced - id i• . • cation and who did take an oath. NOTARY PUBLIC: The foregoing day of Contractor was acknowledged before me this 21015- by who is personally known to me or who has produce txxtr as identificati y and who did take an oath. ARY PUBLIC: Sign:. Print: State Certificate or Registration No. My Commission Expires: (Certificate of Competency Holder) pp Certificate of Competency No. -f % BS QO2tfo APPLICATION APPROVED BY: chc7nros 'APR 2O2 /2' INV Lj1�,z -s r giro' . Plans Examiner Engineer Zoning mami SJorQj 10050 N.E. SECOND AVE MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207. ,Faxs (3051755:8972. • /j PPee 4c -f COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, rj f aVt= N ..<14 U ZMAAA, hereinafter referred to as the Owner of the (owner) following described property: Legal description/folio #: Lo ?r 7 2. 3 2' k' qi Lot "Z 2, Tax Folio R: Block 9 1 Subdivision Al; 04/: 5/-0116 G 71 - -y requests permission to install: Asphalt, concrete, brick pavers [ ] Landscaping [ ] Other within the public road right of way of ref (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: I. To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify . and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with'the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fy]Iy authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on SIGNED, SEALED AND DELIVERED in the presence of +� Margo Phu • • My C emisolpn MOMS Sww� ExpYesAme 13.2009 PAGE OF 0 L.c:fr 2 dc NI 3,441 ltator4 ?lee 4.1 "EzazOn SCALE 20i tcer za 2 /MI 6-5 vvAi.L. Ors FL woo11 / off_cbc 11'70 -rite WEST 7°- LoT 2.3 T ZZ. 0 J 1 5. op cd-i 6 1-12.2.•?( leas 2.30 49) 812.1.4.1C. wil•LAC. . ZS-69 ta•sc> Soo —(0 -4 0 1111 GcsS C=AIP.A6S. 'TILE • . • . . • cior•lt.• • • 0 24. -00 THE Cars"' • ZS .00 C=-Z7 Gome. • qEn b Rive o' 0 '11111=IMIliftww al21l: • /5' 00(P) KemAistuee 11 (COU URVEY PR ,,URVEYORA • , 4k. Licen817T—Ie i r 067 9 ) 777a1g4A)C7 (954) M-2707 AXL»jr.PK. BLVD. • SurrE 108 • LAUDERHIU., FL 33313 W. CF CR DB DE DME A EASE F.F. FND FPL L DENOTES FENCE LINE DENOTES WOOD FENCE LINE DENOTES ELEVAnON SITE • ARC LENGTH - CENTER LINE • Caw FROM FIELD MEASURE - CALC FROM RECORD INFO - DEED BOOK - DnAplokoe EASEMENT - DRAINAGE MAINTENANCE EASEMENT - CENTRAL ANGLE • &salon - FINSHED FLOOR - FOUND - FLORIDA POWER & LIGHT -LEGAL 0 o VI 11.00 PIPE M ONC ORB P PC PCC PCP PK POB POC PRC PT R/W RP SBR UE W/C W/M • • • 1 v - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS Boa( - PLAT • Pow OF CURVATURE • POINT OF COMPOUND CURVATURE • PERMANENT CONTROL POINT • PARKER KALON NAIL - PROPERTY LINE • POINT OF BEGINNING - Pow OF CommeNcEmorr • POINT OF REVERSE CURVATURE • PONT OF TANGENCY - RIGHT OF WAY • • Rams Poi • Souru BELL RISER • UTILITY EASEMENT - WRNESS CORNER • WATER METER NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1 111111 11111 11111 11111 1111111111 11111 1111 1111 CFN+i 2005804114 r 41 OR BE 23308 Ps 1257; (1P e' RECORDED WW1^...G 1" :z7:11 HARVEY RUVIIJ, CLERK OF COURT MIAMI -DACE COUNTY? FLORIDA LAST PAGE 1 Legal description of property and street/address: I/71 A/C-5.- I (. 1 O 1 C t • Ali) 14, 5110,110- " 4 5 vck " 1 /r?i t?E'S 56c7;9r/ ,'M r Coo S ' . , PA 1 o,Yjiv T C. — 2. Description of improvement: ONa (N T' ni obit, Pnivi it/,4 y AA/ 04/ir App/ZJr4Cy 14/ ; rN d : (>f 9 +3h i c; _ /Z U ✓ 3. Owner(s) name aril address: .7cer'(/-' $x(/`/.44'v r7f /t/i= %7% 42r3 F L 3313 . Interest in property: RecP1 /7,AL Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, it' tffav CERTIFY that this is a original filed r this Name and address: Amount of bond $ 6. Lender's name and address. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expira d. a of this Noti different -t= t specif 5C—Signat e' f Owner Print e_ ner's Name mencement: (the expiration date is 1 year from the date of Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 ording unless a Prepared by O©?' Address: qcc //.../e"" S (_ eon 74 ft 33/3, (F.,1„,(0 IF 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ' ing Inspection Request c‘b Date Type Ins ( f YP ' n Z P *Piro t w Cpl-! Permit No. 6POS"--SL-4 Name 5 Address 41 ( NJE `i 1 S4- Company )QQ PO( C) _ Phone # Inspection Date Correction Re- Insp'n Fee MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE 140 W. FLAGLER STREET, SUITE 1603 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 To: Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Charles Esher, Building Official We are sending you the following items: Quantity 1 Attached Letter Plans Samples Shop drawings n Other Description of Item(s) Letter of Transmittal Date: January 7, 2002 Reference: Complaint Case Under separate cover via Mailed Specifications Complaint No. A2002001161— Steven Shulman, 471 NE 101st Street, Miami, FL 33138 These item(s) are transmitted as checked below: For approval Approved as submitted For your use n Approved as noted As requested Returned for corrections For your review and comment Resubmit copies for approval Submit copies for distribution Return corrected prints Prints returned after loan to us Remarks: Sent by: Dale Bowlin Copy to: Herminio F. Gonzalez, P.E. Received by: Date: Transmittal.doc Page: 1 Document Name: untitled ACONCOMP DEPARTMENT OF PLANNING, DEVELOPMENT AND REGULATION BNZM3100 ADD CONTRACTOR /CONSTRUCTION COMPLAINT COMPLAINT NO. A2002001161 COMPLAINT DATE 01/07/2002 SECTION CNTR COMPLAINANT NAME STEVEN SHULMAN ADDRESS 471 NE 101 ST CITY MIAMI STATE FL ZIP 33138 PHONE 305 7571234 JOB ADDRESS 471 NE 101 ST # FOLIO 11- 3206 - 017 -0680 PERMIT NUMBER . CC NO. 98BS00089 LICENSE TYPE D DADE PROBABLE CAUSE (Y /N) N CONTRACTOR NAME ROOFS BY CHERRY INC QUALIFIER /VIOLATOR NAME CHERRY IRIS SS NO. 264922958 TRADECLASS BLDG CAT 0036 0044 COMPLAINT TYPE 24 COMMENT INSPECTOR ASSIGNED DPBJR DALE BOWLIN DATE 01/07/2002 PF1 = UPDATE PF2 = NEXT QUALIFR PF3 = NEXT CLASS PF4 = NEXT CATEGRY PF5 = CONTR INQ PF6 = PRINT COMPLT PF9 = TRADESM INQ PF10= FINISH NEXT SCREEN NEXT KEY DEST BZSP COMPLAINT ADDED SUCCESSFULY ... PRESS PF2 TO SEE QUALIFIER(S) Date: 1/7/ 2 Time: 09:21:04 AM MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE CONTRACTOR LICENSING & CODE COMPLIANCE DIVISION 140 West Hagler Street, Suite 1603, Miami, Florida 33130 Tel: (305) 375 -2966 Fax: (305) 375 -2558 COMPLAINT FORM (Please Type or Print) This complaint becomes a matter of public record at the time it is filed and is available for review and copying by the subject of the complaint and the general public �+ 4(11 Your Name: S +Even J 4 AA) Address: 4'71 NE tot S-4- ktAt S ass 3 313 r Telephone: (3 OS-) Business (3O() ) C1 m- a-39.. Residence Name: OFS Person and/or ompany 1 3' D t SW 41) AVE Address: Beeper. ( ) 140 t1' u ,i ft 3 3 o23 Telephone: (3 915- 6 5.3-- ASK 2— License No.: Beeper. ( ) [If Known] If the contractor involved is state licensed, you need to also file a complaint with the State of Florida Department of Business and Professional Regulation (DBPR). For information on the filing of complaints with DBPR, please call 377- 7115. I am complaining in my capacity as: C\Homeowner ❑ Contractor r ❑ Subcontractor ❑ Supplier ❑ Building Official ❑ Owner of Commercial Structure t Other es lit E NGX, 97 -CC -34 COMPLAINT FORM 1. PAGE 2 OF 5 Was contract in writing? Oft Yes ❑ No If yes, enclose copy 2. Contract Price: $ 3 9 0 0 Date on contract 1—a47-0( 3. Job address: 4'7t N E 14'1' SE- MA L Shia Os 6- 33/3r 4. Contractor' employees you had contact with. Name: - �� +V C *ief r%1 Name: Ktv 1 C lIe [ ty isEt$as� Name: 5. Was the contract signed in your presence? IAYes ❑ No By whom: AA ►'t7 C4 c( 1 y 6. At the time you entered into the contract, did you believe the persiznicompany was a contractor licensed or certified by the State of Florida and/or Miami -Dade County? Yes ❑ No 7. Was there any discussion as to whether the perso mpany was affiliated with another person/ company that was licensed or certified? ❑ Yes , No If so, what was said, when and by whom? 8. What work was supposed to be done under the t rms of the contract? siplat:e- AND •_l s ai ins �'LP Rejy C 9. Why are you dissatisfied? '� S W C-y y o��► -aye �ns�r��. j obi V IN itteirt 1�a ,, 017 b ecAeuse- e nC 1a D 10. If additional contracts /agreements were signed with the same or related contractors, please explain the circumstances? 97 -CC -34 COMPLAINT FORM PAGE 3 OF 5 11. Was there any discussion as to whether building permits would be obtained? ❑ Yes No If so, please relate what if anything was said, by whom and when the statement was made. 12. Was work begun by your contractor? Yes ❑ No If so, what date? Describe the extent of work actually done by the contractor and the value of work done, if you know? `Ta ¢ of 8 ADf pLic wt 1 I►e4) Pi» 13. When was the last time the contract 4144 ro Yettt. • r • erformed work on the job? 00i- Jr) lit .02-00/ 14. Have you had discussion with him or his representative since then? )1 Yes ❑ No If so, what was said? 15. Did he work steadily from the date he started work until the last day he worked? ❑ Yes No If so, please relate what happened between these dates. Ae4,v to C , wA S militia AND p ALA in Qri1 • 1.4)A-k-cr DA Milk SAatNAD ' p Aeon fI1L- L w uJL 1Irtet C A in a o& 2.2 3 41 +hes >Ro ' AAA -ce% " a2 ,Leap, kJ' 16. Has an architect or engineer employed by you or the contractor inspected the work? ❑ Yes No If so, please provide name, address and telephone number and a copy of the report: 1 17. Has the contractor offered or made attempts to make repairs? 114 Yes ❑ No �AS MA1L Pep *IAA A/t 'tette fvac. 97-CC-34 M614 h r &pat 12 D gAi es i ®t7' 2 i nsiD E 4DosE COMPLAINT FORM 18. Have you fired the contractor? O Yes( No How was the contractor terminated? PAGE 4 OF 5 So 6 WAN. Co +M 1) Ida/ to o f 11, tit- i 41.E N) 19. Would the contractor be allowed to return to finish work or do repairs? Yes ❑ No If so, what type of work remains to be done? 20. Has the job now been completed by you or another contractor? ❑ Yes No 21. Total paid to contractor. $ 3,400 If you made payments, please list the dates and payments that were made, the amount paid and the form of the payments (check or cash). If checks were given, who were they made payable to? (Please provide copies front and back of all checks.) If cash was given, provide copies of all receipts. 22. What is the actual or estimated cost to finish the job if you hire another contractor? $ 10a° rD i7 Attach copies of estimate(s) from licensed contractor(s). 23. Have you had to pay subcontractors or suppliers directly? ❑ Yes No If yes, how much and why? 24. Are they ow unpaid bills owed to subcontractors or suppliers whom the contractor should have paid? ❑ Yes ow If so, how much is owed? 25. Did contractor sign any statements to the effect that all bills have been paid? tx Yes ❑ No If so, please provide a copy. 97 -CC -34 'COMPLAINT FORM 26. Did you obtain a partial or full release of lien from your contractor? PAGE 5 OF 5 Vtg Moo you have said documents, please attach a copy.) Who provided you with this release? (10f ry Moo 614 When? 1— 2 ~ 01 Were any payments made based upon your reliance on said release? 27. Have any suppliers, material person, subcontractors or anyone else advised you or actually placed liens on your property? t D If so, please list the name, address and telephone number of the person/entity, the amount of the lien, and an explanation of what work/services/materials were supplied that gave rise to the claim or lien. (Please attach copies of all notices/claims of lien filed on your property.) Florida Statutes 837.06, False Official Statements: Whoever knowingly makes a false statement in writing with the intent to mislead a public servant in the performance of this official duty shall be guilty of a misdemeanor of the second degree. Signature S-/ E u �-") M. Sht'w4'? Print Name STATE OF FLORIDA, COUNTY OF MIAMI -DADE: 1Sw to and subscribed before me this 1 day of by L Personally known Produced Identification Type: b t)- 1--� G 97 -CC -34 1 Ib /3 /Jel Date ,20 1 , \-\ Notary Public, State of Florida - ,. 1 a �BER .,.,,,: ` � • OF f1� 4AAR 21 L) NAME STREET CITY ROOFS BY CHERRY, INC. Dade: (305) 652-3313 Re- Roofing • Roof Repairs Hollywood: (954) 963 -2741 5050 S.W. 188 Avenue Ft. Lauderdale: (954) 434 -0015 Fort Lauderdale, FL 33332 Fax: (954) 963 -4353 We are pleased to submit the following Estimate and Contract. SArne, ? S % -.ry c) DATE � a9-c / I f 'g-7-ia3v JOB NAME STeve STATE STREET 4/J/ Ri( iTSi P7/Ar'7I.S 4ev,, STA /�L. CITY This bid will automatically be withdrawn if not accepted within 30 days. Remove all FL ,,T f?oo c AAA° /�j /G Dv� (✓oil Roofing to a smooth workable surface. Nail and tin cap one layer 75 b / O4 S e . Remove all debris from premises. Replace all bad sheathing and facia boards up to - --- (Any wood over this amount to be charged on a time and material basis.) Install new lead sled flashI where necessary. Slope Roofs Pitch fLifr Shingle Install fiberglass shingles. color to be selected by owner. Type of shingle Cobrof shingle \ t \ TUe Mop on one layer of 90 Ib. slate. Install in a rich bed of mortar. In accordance with S.F.B.C. Gray Y N Color Y_ N Type of galvanized metal to be installed 3X3 eaaue. Atte FLAT DECKS: BUILT -UP ROOFS ❑ Mop a standard 4 ply built-up roof in accordance with the Florida Building Code. Flood coat with hot asphalt and embed pea rock eMopa ply smooth surface built -up roof in accordance with the Florida Butt �� Ft O with hot asphalt Building Code. Instep a iibslglaeo-eapetttaet ❑ Spacial Instructions: j t! �dv l'. li G OOC.T 4sbd.VC. • (�P�Sf1A�. • P G� DU t�T ir.7olt.fC --1-0 The.. 1l OOP. �. -tom►' M AU. tat�I.. Lie S 1�a- .e, tAoc� F,vot,► The, Z,,cx. I�L°PIA%vt T�e,'l�61Tpr"1 OFT1N� Vg1.VL'r.? cl//N��t�oc��A..aRE year guarantee ainst leaks caused by defects in material or labor. 1 i .eS. 0,.� ejgwa10%::CA+�TI:tr. Customer Is responsible for raising end or replacing A.C. units and solar units on roof. Note: Owner Is responsible to protect Interior and exterior furnishings from any dust and debris during roofing process. ROOFS BY CHERRY, INC.. HAS THE RIGHT TO HIRE SUB - CONTRACTORS TO DO THE ABOVE SAID WORK. PAYMENT SCHEDULE IV Down Payment Tile Stack In Sh Stack Mop In • Balance Upon Completion TOTAL: • QQ �::+/� 9 I 7 7, e>✓' / l tWSf441) P0o4,. /4,x,af,e,O • dollars $ `/ V Amount No =Woe wate.00damk d pedals Is r e d e d o N Oct. coned undd nterubmd ti apseaadau R o d s brads% Id. d a l ad a rapaibb la drmaga wh.b err bdaa daronpta o.n of a mrhp lo dab sook, or alto Nld wad caused by strata. wat bW of Gad. sodd.n mw atonus.wila ato m.. mated diobm orrerya.at brood orGadd. Al wok to O. dons or paramour stnsW Nut trill b spooicodi i,. No ryamria. odd aNrpwip.MI be Mild b duawn prowl b not mod ai Mod la.p.erlaIoq d bin AMMO booNdbt arks Norm Ids. can G4 coded= ere edud' p M doer Te owil. AIT Si de sob aped don H Oda mmtaa Mich b lot Ma tpdd Roots by CMed.Inc. a b.yamd0 maclddr a bi.d.cror0p t tint and n.t.rW lost sour ttmt�ptedbb. coMb roof by alms don Nods by Cherey. be. o Mk acad. rd wsthe oviduct bdm ar What dcados rnoder. Shedd any bak act. wlhim a. paled ofc. go�r comp orm d 0 boo asadomn.Mp wow a d%MOWby N. wslwtby spat raper same Odd doge. upnaodgd proper notice N .rtdrq. by °W OW nil, PtW6q madbl ebrau w. do net • 1 M. This p nnt..shW.ppy to labor and mat.rWSaq and does col dam dames as personal passim Odd oat N a rasa a Judd der said Ouarad.. against badge der la 100 ..err. Impede baked or red deck GNtmdpn, Ant Rat MOM or Madams not b Warm made by b.twing or wise bones. m M flagon d wet ltlren pnlrou. , Olp. orour atrueled alponabred., subaquerdto eempWbndourwitanIwopropany. wo compb.raspanabl.b,Leak..but.adios and lamas to access t M Outbid w. Nam a dasconabla let bee* dameg. dodos M proem d make, candlid of sots. pates. and motor matching ad Modred cite. TN. contract coons mt r that Ito% Nor ra7pabkla drain ha d and ddp n01 cow any add0.mI rondo sad aq tarts natssary ate oahetanepmm a wont This pAranqa b net b.nibtaW Wise mnddn.d in odor. QUVEAS RIGHT To CANCEL: You Mytdid gds apa.mora bymaanp•nods t Rods by CMwy. b.a. This nerd mom b.post mt.d dad mb.ydan M mbd business Rods by Crony. lot- may by bbarpn d any cash down partook nor to .oled M lessord 25 (Twenty NO par NadM tad contract Make All Checks Payable To Roofs By Cherry Inc. this aplamard. it you weal Otis apesment er Signature .,... , cm.. ... -- • Prepared By Ilegdeaheux ComPanY: Address: )9 Sara Ave Hollywood. Fl 33023 Know all MO by these presents ••• •7 *A *7 a That the uncle nod, for and In consideration of the payiumt of the sum or . . Ov/00Doliers(01.) paid by.5±fdMabula4kn (Owner) acknowledged, hereby releases and quit claims to the said (Owner) • • successors wd *Psi and the owner alt liens. Lien rights claims or : (Contractor) .1. .. - demands daily kind whalsover, Which the undersign \ now has or might have against tho bitildhig . "•••• Z on pretitises 4titally described us ,. • ., i . .. '. followi; : L•41 I Nit i oi.....51:: ._Lteriticca...Sxl?...s_ft,_2„...,.... on account 11 labor and performed and/or material ibmisited for the construction of any imprOv.eme thereon, that all labor and materials used by the undersign in the erection of said . ... .. . improvements belie been tinily paid for. ht witness 40:of, I have hereunto set my haul and seal the c) day of 2001 .. • State Of Florida County ofrifoward "Aektiowledged, sworn to and subscribed before me this JO of 2001; By John Clary who Is personally known to inc or who has produced idenl1licatio4 and who did take an oath.", 7. .1 . • • Commission &pries: a • : • . • • f • •i • lb.., • Page: 1 Document Name: untitled ICONTRAC BUILDING CODE COMPLIANCE OFFICE 01/07/2002 INQ CONTRACTOR CCN NO. 98BS00089 ISSUE DATE 03/06/1998 EXAM OR BOARD APPROVAL DATE 02/12/1998 COMPANY NAME ROOFS BY CHERRY INC D /B /A NAME INSURANCE EXPIRATION DATE 05/01/2002 STATUS A LAST RENEWAL 07/30/2001 CONTRACTOR TYPE D DADE BUSINESS TYPE C CORPORATION ADDRESS 3901 SW 40 AVE BNZM2101 DPBJR 09:13:30 TEMPORARY LICENSE (Y /N) N CITY HOLLYWOOD ZIP 33023 STATE FL CLASS EXP DATE 09/30/2002 PHONE 954 981 -6177 WORK COMP DATE 09/01/2002 - -- Q U A L I F I E R - -- SKILL SSN 264922958 CLASS BLDG LEVEL E NAME CHERRY IRIS CLASS STATUS A EXP DATE 09/30/2002 WORK COMP EXEMPT (Y /N) N CAT ST REG NUMBER 0036 RC0050819 0044 RC0050819 PF2 = INQ ALL QUAL PF7 = NEXT QUALIF PF8 = NEXT TRDCLS NEXT SCREEN NEXT KEY NO MORE QUALIFIERS, NO MORE TRADE CLASS, NO MORE CATEGORIES PF9 = NEXT CAT Date: 1/7/ 2 Time: 09:07:47 AM Page: 1 Document Name: untitled BUILDING CODE COMPLIANCE INQ TRADESMAN EXAM OR BOARD APPROVAL DATE TRADESMAN NAME CHERRY IRIS ADDRESS 5050 SW 188 AVE CITY FT LAUDERDALE STATE FL ZIPCODE 333320000 MAINTENANCE PERSONNEL ONLY: EMPLOYER NAME TRADE SKILL CLASS LEVEL BLDG E CATEGORIES 0036 0044 OFFICE ISSUE DATE S /S /N D /O /B PHONE LAST RENEWAL BNZM2105 264 -92 -2958 02/09/1947 305 4340015 07/30/2001 EXPIRATION QUALIFIES DATE STATUS 98BS00089 9/30/2002 A PF8 = MORE TRDCLS NEXT SCREEN NEXT KEY INQUIRE COMPLETE - NO MORE TRADE CLASSES REMAIN FOR NEXT PAGE Date: 1/7/ 2 Time: 09:12:42 AM • Steven M. Shulman December 31, 2001 Mr. Kevin F.Carrier Code Compliance Investigator Contractor Enforcement Section Miami Dade County Building Code - Compliance Office 140 W. Flagler Street Suite 1603 Miami, Florida 33130 Re: Roofs By Cherry Dear Kevin: Thank you with assistance in the paperwork that I have enclosed to you. Just a brief note regarding this complaint The repair estimates that I have gotten are by local handyman/carpenters, and also the painters who did the interior of my house. The price of $1000.00 was the least expensive quote of the three I had gotten. After the flat roof was installed and completed, I had painters and carpenters come in and plaster, and then repaint with a faux finish effect. Everything was in perfect order until the roof started leaking water. The damage started showing up in the living room first, at the exact same spot that was pointed out to the roofer before signing the contract. Then the damage spread to the kitchen, living room, and dining room. They had come out over a period of 4 -5 months to repair and tear up more root until (I hope) the leak is fixed. Now I want to be compensated for the repairs that need to be done. My house is a beautiful place to live, and these damages are spoiling the enjoyment of my home. Please contact me at 3054757-1234. .Happy new year to you and thank you Wi 471 N. E. 101 STREET • MIAMI SHORES, FLORIDA 33138 • (305) 757 -1234 1 `,00/03/2002 11:16 9349E69131 ESTIMATE :KELLER INSPECTIONS CO. DBA ANDERSON ROOFING (954)963.9470 &1-800 -745 -9579 FAX ( 954 966-9131 to043e ADDRPde 4 7/ Alf Q l r INeFaCrolI 70g A.A1A, BUYER MAO 45940/44421.0 Piton p $0612 04Z.30 SCOPE or ULM TO��� WATER IN S CO. u NOT RB m AT Acl nsi� iIClUDI NOTL TTo msTAL ROCP, POOLFRATANO, OUTTEOW, $UNDSCI®, SOLAR UNITS, WirNDoww, Ac =TS AND EWE 8 AND DUCT wORR, METAL on WOOD sax= SAT ELLRRA SE.'YLIOHI6. FANS. TRU3 {:e:9 OR REAMS. TRIM A NONWvASWZ viSUAL INN !1<CTIOIM ONLY. TIM INSPECTION NI WITTED TO ATTIC ACCA6$IBQJIY AND ES swam BAUD ON AMNTAINT, 91DU a OR R �N ICTe ARE Noo'I RESpONLY. JW[Y 0P KELLER i ISPECTIONS CO. Waltic SUCH SEALER, CLRANINO, PAINTING, AND PER00FINo yews INSPECTION AND/OR WARRANTY. UN ET OF LiABR.ITY 3 NOT To EXCEED coax OF ROOF INSPECTION OT1R,Y. K LLEk 1LRSPECIiONS CO. IS NOT 1EON;IBLZ FOR TERSIITED AND OR DAMAGED Was uLLE9S SMI JJED ON OUR REPORT, ANY CHANCES MADE WILL SE ADJUSTEDACCORIONDLx. tCELL!R AVSPECTIONS CO. SNALL NOT BE RESPoNsELE FOR DAMAGES Olt MAYS, MIER ESFOaB ccRIMENCEMENT OR DIJRJNO SAID WORir DESCRIBED J E1N ON A000U4T OF TRANSPORTATION, PREORITOS, ACCIDENTS, RARE, ACTS OF 000 L E. PIPE, SVDDW RAW STORMS, WINUSSTORms, INRRLCAms, TROPICAL ROW OR OTHER CAI.1$ a BEYONDOUR CONTROL ESU.6R IS REL3TED FROM ALL WARRANTY DUE TO ACTS OF GOD. TROPICAL nom& NURRiCANES AND ToRmooDs, FRis ORCIT1 R CAUSES BEYOND OUR CONTROL mum 1NspacrcoN9 co DOER Nor WARRANT PREvlou8 ABPAiRB DON BY OTf ER& WORE DONE OR ATTEMPTED DY OTHERS RELIEVES KELLER TNSPECTIONS CO. OF ALL WAILS. KELLER INSPECTIONS CO. DOES NOT WARRANT WORK DONE BY OTHERS OR ISSVE CLEAR ROOF REPORTS ON A.NY REPAIRS OTHER THAT KELLER INSPECTIONS CO. REPAIRS. THERE SAAi,L SE NO CONESQUENTEAL DAMAGE CAMS AGAINST mum INSPECTIONS cm OR THEINSPEC.TOR& TIERS %Yu BE NO CLAIMS OR ONIME$ OP ANY KM AMMO TORELLER FOR WALLS, CBIUNOs, CARPET, FVcIU*E6. DECORATIONS, STOCK, ELECTRONIC EQUIPMENT. TURNmAtE A/C LAS OR ELECTRIC. ETC. >7L3 TO WAX= OR OTHRRW1S PAYMENT 3B DUB UPOIi COMpLBfIon UNLESSoutlaw's/II Nona OUARANTBE WILL =OMB NULL AND VOID iF PAYMENT 35 NOT MADE WIT'HW $0 DAYS OP B1LuNN DATE AND MUM 118lNSTATEDUPON PAYMENT FROM ORIOWAL91W? ODATE, ASb.00 SERVICE CTIARCD WILL OE NOD TO OWNER IN TNSP EVENT THE VRIT IS NOT CAVERSD UNDER TEE 7TI111JS OF CRTARANTE6. THE GUARANTEE WEL BECOME VOID EP PAYMENT FOR SERVICE CAM= 0 NOT RECEIVED WIITIW 15 DAYS OF VISIT. ACCESS TO 1rITL1TIE6 AND BVILDINGi MUST 8Z GRANTED IN 030&k POR EELLZA INSPECTIONS co. TO DO ANY REPAIR* GVARANiTEE FOR SWAM COMPLET ED SY KELLU INSPECTIONS CO. IS 6 MONTHS UNLRS8 OTRBRWISE NOTED. PAGE ©1 • DATE oe Valid for 0 ya Only MAIN: p1SG8IM FLAT: KELLER INSPECTIONS CO. PRICE FOR REPAIR AND CLEAR REPORT: S Add o4ct II Ar?Q4 Al Mows 1‘041/4204isiia, op LfAK kT aNda.00,940 /'mac AT Jame ®T 1L ISilatoe T Ir ogerreor- ota244 OF AV,/ Q , ®RSow.� dvs.s-lies 8P e s r Ater up Ta .2''4r4-.0o k, 4o *or ,. s vd Guf t/ P.+D A'�y /$ AO" pct7.aors.s AT Floor Tr) ,t *w TotAor, " -Ri .7 -r a Cope DESCRIPTION OF REPAIRS NEEDED: KELLER INSPECTIONS CO. /,F �k 43 e Ig 6'411,t_. of ',, INSPECTOR - AIJTBO D DIA DATE_..` BLEma REAR MANE ENTIRE CONTRACT MOW S IGNE= TEE ABOVE IRONED ACCEPTS THE VS AT THE PRICE Q1 OTED AND AGREED TO Y FF3t SAO WO/Ii. PROMPTLY UPON COITION OT THE SAME. 1F ANY BUMS ARE COLLECTED L3Y Star OR DEMAND OF AN ATTOINSY. TIT, ABOVE SIGNED ASS TO PAY FOR ALL COST NCLL:DINO REASONABLE ATTORNEY PEBS AND INTP.BEST OF 1.5% PER MONTH UNTIL ,BILL i9 PAID IN PULL. DISPUTES WILL EZ RESOLVED THROUGH LEGAL ARBORTRATXON KELI, ! INSPECTIONS CO. DOES NOT WARRANT Olt ISSUE CLEAR ROOF REPORTS ON WORK DONE BY ANY OTBER THAN KELLER INSPECTIONS CO. January 30, 2002 c-chotalllar BUILDING DEPARTMENT 10050.-N.E.'SECOND AVENUE MIAMI SHORES, FLORIDA 33,38 -2382 TELEPHONE (305) 795 -220.1 FAX (305) 750-8972 NOTICE OF VIOLATION CERTIFIED MAIL - RETURN RECEIPT REOUESTED Roofs by Cherry, Inc. 3901 S. W. 40 Ave. Hollywood, Fl. 33023 RE: Shulman 471 N. E. 101 St. Miami Shores, Fl, Gentlemen: 1. Failure to follow up on first year warranty as specified in the South Florida Building Code. 2. Due to extensive delay in responding to stop a number of leaks in this roof, considerable damage has been caused. GOVERN YOURSELF ACCORDINGLY. Charles B. Esher Building Officia cc: Steven M.Shulman 1 rn a- m m 2510 0001 0841 U.S. Postal Service 'CERTIFIED MAIL RECEIPT (Domestic Mail Only; No Insurance Coverage Provided), Postage Certified Fee Return Receipt freed) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees S Postmark Here 1 4 .• • PS Fo :rn 3800. .1anua, 2001 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3, Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front If space permits. 1. Article Addressed to: Cherr tcnc_ to % S.W.. 0 de. Iol11A)O ®a) F). 330k3 Si;e Reve rs0 ■a, 11slrn;.00 :i° COMPLETE THIS SECTION ON J LIVERY Article Number (Cop from sendee label) Ot) ID DOo PS Form 811, uiy 1999 item 1? 0 Yes ress below: 0 No 3 Type Mao . 0 Express Mall O Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Dalivery? (Extra Fee) 0 Yes o$41 33'7-3 Domestic Retum Receipt .102585.00. 11.0852 04/13/2005 09:14 LAW OFFICE OF MICHAEL P. GABLE + 13057572120 NO.877 D02 9 IN THE CIRCUIT COURT OF THE 11TH JUDICIAL CIRCUIT IN AND FOR MIAMI -DAD£ COUNTY, FLORIDA CIVIL DIVISION CASE NO.: STEVEN M. SHULMAN, Plaintiff, COMPLAINT VS. L.C.A. AIR CONDITIONING, INC. dibla BLUE BREEZE AIR CONDITIONING and EARL W. JOHNSTON ROOFING, INC., 1 Defendants. Florida Bar No. 435414 1FgEE7-7--- AUG 1 0 2006 kit6 Plaintiff, Steven M. Shulman, by and throw his undersigned attorneys, sues defendants, E.C.A. Air Conditioning, Inc. dlbia Blue Breeze Air Conditioning (hereinafter •referred to as "Blue Breeze ") and Earl W. Johnston Roofing, Inc. (hereinafter referred to as "Johnston "), and alleges: General Allegations 1. This is an action for damages in excess of $15,000, exclusive of interest, attorneys' fees and costs, the jurisdictional limit of this court. 2. At all time material hereto, defendant, E.C.A, Air Conditioning, Inc., was a Florida corporation authorized and licensed to do business in Miami -Dade County, Florida. At all times material hereto, defendant, E.C.A. Air Conditioning, Inc. was doing business as Blue Brame Air Conditioning. 3. At all time material here$g, •clefeadjnt, •John on. •was a Florida corporation • • • • • • • • • • authorized and licensed to do business in Nlierni bade Ceuati lo;i . GitttLlWp$4S6u1meABIua Bre miCompleinrsloe • • • ••• • • • • • • • • • • • • , • • • • • •••• • • • •••• • • • • • • • ..• ••l•of 5••• • • • • • • • •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • 000 • • 04/13/2005 09 :14 LAW OFFICE OF MICHAEL P. GABLE 3 13057572120 NO.877 P03 4. At all times material hereto, plaintiffowned the real property located at 471 N. E. 101 Street, Miami Shores, Florida (hereinafter referred to as the "subject property"). 5. At all times material hereto, defendant, Blue Breeze, held itself out to be a, licensed air conditioning contractor. 6. At all tunes material hereto, defendant, Johnston, held itself out to be a state certified roofing contractor. 7. Prior to March 2004, plaintiff discovered that the home on the subject property was damaged due to water incursion and toxic mold.. As a remit of this damage, the subject property required repairs to the roof, a new roof installation and new air conditioning system ( "HVAC System") installation. 8. Plaintiff retained an architect to prepare plans and specifications for the installation and repair of the roof and for the installation of the new HVAC System. 9. All conditions precedent to the initiation and maintenance of this action have been met and performed by plaintiff or waived or excused by defendants. 4,00 for B tr t s : i dant B 10. Plaintiff adopts and realleges all those allegations contained in paragraphs 1 through 9 of this Complaint by reference. 11. On or about May 19, 2004, plaintiff and defendant, Blue Breeze, entered into an agreement whereby defendant, Blue Breeze, agreed to install a heating, ventilation and air conditioning system (hereinafter referred to as the "]VAC System ") at the subject property. A copy of the agreement is attached hereto as Exhibit No. 1. Pursviant to the terms of the agreement, all • • 000 • • • • • 00 work was to be completed in a workmanlire =Ivey oNAL1WpBthutmetialue Bzeaue'Cortgd1Ut,coe • •• •.• •• • • • •• • • ••• • • •.•. •• • ••.• ••.. •• • • .. • ••. • • • • • • • • ••• •• •. •••• •• 2of5 • • • • ••• • • • • 000 • • • ••• • • • • • • • • • •.• • • • • • • • • • • • • •• • • • •• •• • • 000 • • W4f 1 J/ dW L� : 14 LHW UI-I— a Lt Uh I1 a LHHEL t' . (RBLE 4. 13057572120 N0.877 004 12. In performing its work under said agreement, defendant, Blue Breeze, failed to follow the architect's plans and specifications for the installation of the HVAC System and cut holes into the roof and exterior walls which caused massive water intrusion mad subsequent interior damage to the subject property. In addition, defendant, Blue Breeze: (a) placed only a one inch duct liner on the existing roof mounted duct work when its agreement and the building code called for one and one -half inch duct liner; (b) installed angle supports for existing roof duct work which did not meet code requirements; (c) made the existing 12" x 10" supply branch connection with a straight piece of duct work rather than a 450 shoe tap; (d) did not suspend the existing flexible duct work from the structure above; (e) did not properly vapor seal the gull cans at a point of attachment creating condensation; (f) did not properly connect the supply sheet duct work connecdori from the roofduct work to the fiberglass supply plenum at the air handling unit; and (g) did not properly connect the air distribution to the supply duct work. 13. Based on the foregoing, defendant, Blue Brame, breached its agreement with plaintiff by failing to (e) supervise and direct the work using defendant, Blue Breeze's best skill and attention; (b) employ on the work persons skilled in the tasks assigned to them; (c) have all the work of good quality free from faults and defects and in conformance with the agreement attached hereto as Exhibit No. 1, 14. As a result of defendant's Blue Breeze, breach, plaintiff has suffixed damages, and will continue to suffer damages in the future including, but not limited to, expenses for repair, reconstruction, replacement and completion of the HVAC System and the roof, and expenses for living quarters while repairs were being made to the work effected. 15. Plaintiffhas retained the lay; office oFbtio eel ?. fiabie to represent it in this matter • • • and is obligated to pay them a reasonable fet'for their 'sericSs.' 'Pursuant to the terms of the • • • ••• • • ••.• • • • • • • • •••• • • •••• • • • • • • • •• CALIWr8f31uIrrtuOtua t+meti;Comptalrn:tloc •••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • V7.14 LMW ur rLt..0 ur I'I144111CL r. L7Y113LC ? 1J-dia('(G140 NU. let 1 [705 agreement attached hereto as Exhibit No. 1, plaintiff is entitled to an award of reasonable attorneys' fees from defendant, Blue Breeze. WHEREFORE, plaintiff, Steven M. Shulman, demands judgment be entered against defendant, E.C.A. Air Conditioning, Inc. d/b /a Blue Breeze Air Conditioning, for damages, interest, costs and attorneys' fees. Co .till —A t'nfo . i of: � i _ : , � . l M ; fen sum 16. Plaintiff adopts and realleges all those allegations contained in paragraphs 1 through 9 of this complaint by reference. 17. On or about March 12, 2.004, plaintiff and defendant, Johnston, entered into an agreement whereby defamdant, Johnston, agreed to install a Spanish S Tile to the new roof addition and to match existing roof and install membrane on the Flat roof area of the subject property. A copy of the agreement is attached hereto as Exhibit No. 2. All work was to be completed in a workmanlike manner and was guaranteed for 12 months for labor and materials. 18. As part of its obligations under the agreement, defendant, Johnston, was required to coordinate its work with the work being performed by defendant, Blue Breeze, and have on site sufficient, competent, supervisory personnel to direct the workers' work under defendant, Johnston's agreement with plaintiff. 19. Defendant, Johnston, breached its agreement withplaintiff by failing to: (a) supervise and direct the work using defendant's best skill and attention; (b) employ on the work persons skilled in tasks assigned to them; and (c) properly flash the existing duct work roofpenetration and roof wall penetration in order to prevent water intrusion. 20. As a result of defendant's, Jetsfoli l ich,,alaenttffht suffered damages, and will • • • • continue to suffer damages in the futurR ,• brit nOt fixlttted to, expenses for repair, ©:\RL' ryFShoUimtialte Brdanteont<ilnintde$ • • • ••• • • • • • • • • • • • • • •••• • • • • •••• •• • • • • • • • • • • ••�•af5• •• •••• •. • • • • ••• • • • • ••• • • • • • • • • • • • • • 1•0 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 04/13%2005 09:14 LAW OFFICE OF MICHAEL P. GABLE i 13057572120 NO.877 P06 reconstruction, replacement and completion of the work and expenses for living quarters while oom$etion of the work was being effected. WHEREFORE, plaintiff, Steven M. Shulman, demands judgment against defendant, Earl W. Johnston Roofing, Inc., for damages, interest and costs. O:tYi.MpliAtndemmt talon ,DrmAGomplarin eiic Michael Heidt Law Office of Michael P. Cable Attorneys for Plaintiff 4000 Hollywood Boulevard, Suite 735 South Hollywood, FL 33021 -6755 Bmward: 9$4 - 966 -2501 Miami -Dade: 305-374-4344 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •.5of5• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0041 • • iow1ta ✓dI,i by:1d LFIW OFFICE OF MICHAEL P. GABLE i 13057572120 STEVEN M. SHULMAN, Plaintiff, vs. E.C.A. AIR CONDITIONING, INC. dfbia BLUE BREEZE AIR CONDITIONING and EARL W. JOHNSTON ROOFING, INC., Defendants. NO.017 002 IN THE CIRCUIT COURT OF THE 11TH JUDICIAL CIRCUIT IN AND FOR MIAMI - DADE COUNTY, FLORIDA CASE NO. 05-08144 CA 27 AUG E2(Eg/Eln7/9 At 1 0 2006- .. . DEFENDANT. EAJ! L JOHNSTON RQOFING., INC,'SA,NSWER AND AFEEMA 11E DEFENSE TO COIfJIPLA(NT Defendant, Earl W. Johnston Roofing, Inc., ( "EWJ Roofing "), files this, Its Answer and Affirmative Defenses to the Complaint of Steven M. Shulman and in response thereto states as follows; 1, The allegations of paragraph 1 are admitted for jurisdictional purposes only. 2. This Defendant is without knowledge as to the allegations of paragraph 2 and • .therefore deniersame. 3. The allegations of paragraph 3 are admitted. 4. The allegations of paragraph 4 are admitted. 5. 'Phis Defendant Is without knowledge as to the allegations contained within paragraph 6 and therefore denies same. •• ••• • • • . • • • • • • :•: • • • • • • . Smolor, terman,Vente, 8 Whttebook, P.A. 2811 Hollywood Boulevard, Hollywood, FI, 33020 • • • • • . • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • . • • • •.• • • • • •• • • • • • • . • • • • • ••• • • • • • • • • • • • • •• •• • • • .. .. 000 • • • ••• • • 05/10/2005 09:12 LAW OFFICE OF MICHAEL P. GABLE 3 13057572120 NO.017 903 CASE NO, 05-08144 CA 27 6. The allegations contained in paragraph 8 are admitted. 7. The allegations of paragraph 7 are admitted upon information and belief. B. The allegations of paragraph 8 are admitted upon information and belief. 9. The allegations of paragraph 9 are denied and strict proof thereof is demanded, 10, The allegations of Count I, paragraphs 10-15, do not relate to this Defendant and therefore no response is required. 11. As to the allegations 'contained within paragraph 16, this Defendant restates and realieges its previous responses to paragraphs 1 through 9 which have been incorporated into said paragraph 16. 12. As to the allegations of paragraph 17, it Is admitted that the Contract is attached as Exhibit "2" to the Complaint. The remaining allegations contained within paragraph 17, that being references to the Agreement, are more particularly set out within the Agreement and therefore the response to paragraph 17 is that the Agreement speaks for itself. 13. As to the allegations of paragraph 16, this Defendant would state that the Agreement speaks for itself. Further, there is nothing contained within the Agreement obligating this Defendant to coordinate Its work with the work being performed by the Defendant, Blue Breeze Air Conditioning. The remaining allegations contained within .•1 • • •• Smote'', L Illnatr, dents, & Wflltubook, P.A. 2611 Hollywood Boulevard, Hollywood, FL 33020 • • • •' • ••• • • • . • • • • • •'• •'• •• . • • . • • • • • • • • •• • • • • •• •• • • • • • • • • •. • • ••• • • • • • • ••• • • • • • ••• • • • • • • •• • • 00 . :; • •• • • •• • . •• • ' • • 05/10/2005 09:12 LAID OFFICE OF MICHAEL P. GABLE 4 13057572120 N3.017 904 CASE NO. 05 -08144 CA 27 paragraph 16 are denied and strict proof thereof is demanded. 14. The allegations of paragraph 19 are denied and strict proof thereof is demanded. 15. The allegations of paragraph 20 are denied and strict proof thereof is demanded. 16. Any allegation not specifically admitted is denied. FIRST AFFIRMATIVE DEFENSE The Plaintiff failed to property coordinate the work between this sub - contractor and other sub - contractors that were performing work on the property. REMMUMENIATIVE DEFENSE Pursuant 10 the terms of the Agreement, work done or attempted to be done on the roof by persons other than Earl W. Johnston Roofing, Inc. or their authorized agent, relieves the warranties and further obligations of Earl W. Johnston Roofing, Inc. under the Agreement. IMIRD AFFIRMATIVE DEFEh19E Earl W. Johnston Roofing, Inc,'s Agreement provides that It cannot guarantee Its work from items beyond its control such as that including performance by other sub- contractors on the roof. ":•:.'.3: • • ••• •• • ... •::::.: • Smoler, Lermah Bente, Wfiltetbaok, P.A. 2511 Hollywood Boulevard. Hollywood. PL 33020 • • • • °• • ••• • • • • • • • • • • • • • •; • . • • • . • • • • • •• •• • • •• ••• • • • • ••• • • • • • • • • .•. • • • • • ••. • • • • • • • • • • • • • •• •• •• • • • •° °• • • • • • •.• • • WV • to unw urr L um ur mum-mu r. I HDLG 1J10ara relea NU. W1'( P05 CASE NO. 05-08144 CA 27 FOURTH AFFIEWIATIVE DEFENSE Defendant fully performed under the Agreement and received full payment from the owner. FIFTH AFFIRMATIVE DEFENSE The Plaintiff' accepted the work of this Defendant. SAIRAEMAinanffing The Plaintiff by making full payment to this Defendant is Mopped to claim that this Defendant breached its agreement. SEVENTH AFFIRIUTAT E DEFENSE The Plaintiff by making full payment to this Defendant has warred its right to contend that this Defendant breached the Agreement. EIGHT AFP1 itIATIVE DEFENSE The damages sustained by the Plaintiff were as a result of its own negligence. • ;•• ••: • • .•. . • •• Smotd, LeRner�, ie'ht>�,;A.t Itebook, P.A. 2811 Hollywood Boulevard, Millwood. Fl. 33020 • • • .. • • •• .• • •.• • • • • • • • •�•, • • • •. • • • • • • . • • • • • • • • • • • • ••• • • • • . • • • ••. • • • • • • ••: • • • • • • • • • • • • • • • '• •• • • • •• •• • • • • • • ••• .• • 05/10/2005 09:12 LAW OFFICE OF MICHAEL P. GABLE 13057572120 NO.017 ©06 CASE NO. 05 -08144 CA 27 CERTIFICATE OF SERVICE A- I HEREBY CERTIFY THAT a true and correct copy of the foregoing was mailed this �J day of, y 2005 to Michael Heidt, Esquire, 4000 Hollywood Boulevard, Suite 735 South, ollyw&& d,' FL 33021. SMOLER, LERMAN, BENTE & WHITEBOOK, P.A. 2611 Hollywood Boulevard Hollywood, Florida 33020 Telephone: (954) 922 -2811 BY: Kathleen E. Bente, Esquire Florida Bar No. 347078 tkeb- do/ earljohnstonrooflng /stevenshulmantanawer and affirmative defenses ••• ••• • • .• .5: : •• • • . . • . • .. • • • Smol.ar. Lewrrreair', BOntG, + W6iitisbook, P.A. 2e11 Hollywood 6outivard, I1oliywood. FL 33020 • • • • • • • • • ••• ':' • • •• Si . • • • • • • • ••• ••• •.• •• • .:• • • ••• • . • • • • • • • • ••• • • • ••• • • • • • • • • • . • • • •:. 0• •• • U•S. ST ' ``� �' S$ INC• STRUCT R k31' EERS IR, EC(EI V ED JUN 2 4 2004 TO: Mr. Roger Piper Architect 20100 N.E. 21st Street N Miami Beach, Florida 33179 FAX 305- 932 -0025 ib2 ®m two ®m — ®a am aft amix FIELD REPORT DATE: May 27, 2004 1 PERMIT 0: BP2004-158 PROJECT: Shulman Residence LOCATION: 471 N.E. 10161ST Miami Shores, Florida CONTRACTOR: OWNER: Mr.& Mrs. Shulma WEATHER: Sunny TEMP. ° AT 10:30 A.M. PRESENT AT SITE: Alain D. Sanchez with USSI • THE FOLLOWING WAS NOTED: The writer visited the site and observed the installation of the reinforced masonry the Shulman Residence located 471 N.E. 1018t ST, Miami Shores. The following items were observed: a. Reinforcement for filled masonry cells, b. Starter column reinforcement, c. Horizontal joint reinforcement for CMU block, d. Reinforcement for the tie beam and the rake beam. In general, the reinforcement for the preceding items was of the correct size and adequately installed in accordance with the intent of the structural drawings. However, the following deficiencies were noted and discussed with the contractor who agreed to correct them prior to the placement of the concrete: 1. Remove debris from all forms. 2. Provide cover at the sides of all forms. Shutnararpi0l COPIES TO: File. Mr. Shulman @ 305.757.2120 SIGNED: BUELL © 954- 472 -8259 Nj\-M.°7 JDSe. ©. i0° °i y.6 V10. 3y %91 CHEZ PAGE 1 OF 1 5869 SOUTHWEST 85Th STREET • Soum MIAMI • FLORIDA • 33143 TEL: 305.665.4555 • FAX: 305.665.5522 • E -MAIL: USSI@MINDSPRING.COM • CA 8439 tafrfited 41 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 2001 FEB 0 S 200 == = - -- Permit No. 3Pg0d1/^ /a Master Permit No. Permit Type (circle) Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simile Titleholder) j/ S4 V G J S 6 t3 L gAAA) Phone # Owner's Address V 'an l ' PO l J4 ) 'rb City y,/!;tA ( S6 1/L4 5 State 0 / 33/38 Tenant/Lessee Name Phone # Job Address (where the work is being done) k 4 / 1 D City Miami Shores Village County Miami -Dade Zip 3 3 /.S Is Building Historically resignated YES NO ��� g 9! C( 772 ,C(icO Contractor's Company lame V C L %/ � 5 ee...Z.— Phone # "7f ' .i,/-5- 3 2 f dC( Contractor's Address /5 3 f S (6 roc City 004 of r State '..C-- Zip ? 3 a f I Qualifier r -- o' -c- Architect/Engineer's N. e (if applicable) 11 0c e A Apia Phone # 3-0S 932 "3 2 0 30,c, cr8-zcoo Square Footage Of Work: 3 3 Lf r -ed- 9 $ Value of Work For this Permit I 1 Type of Work: gAddition [ Alterati/on ❑New ❑ Repair/Replace ❑ Demolition Describe Work: `/ fir °')�Prle kti°GVtea3 13176 E-1) FALSE RD 2 04 16 21 Submittal Pee $ 2S 0 Permit Fee $ ` ' - CCF $ 9' — /CO /CCjj 50 Notary $-� 0 0 Training/Educatioon}}Fe/e $ 3 Technology Fee $ /6o M' Scanning $ °'" Radon $ (Jot 7 Zoning Bond $ 3 0d Code Enforcement $ Structural Plan Review. $ 5C, is 5; ` Total Fee Now Due $ F„ (Continued on opposite side) 8 / v5, 575 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 no be cjpproved and acre specfion fee will be charged Signature �.� �� 1 /At1Vt Signature Owner or N ent The foregoing instrument was acknowledged before me this el S, day o 20©1/ , by Contractor The foregoing instrument was acknow dged before me thi 2dD who is personally known to me or who has produced V j £ 1.10933 I f / OAs identification and who did take an oath. NOTARY:LIC: Sign: Print: �''P'aV R ur1AD1'� 1 VILL ^�� i t, £ �. cr,MmtsSiGNNUM ^.:r; 8 uuosy 0� �Q iWI,i COMMISSION E ' E 1- F-O A, A .. My Commission Expires: State Certificate or Registration No. who is personally known to me or who has produced as identification and who did take an oath: ngela M eanimlealat b19 titg My Commission esEroun November 15,20Q5 (Certificate of Competency Holder) Certificate of Competency No. ***************************************************************************** * * * * * * * * * ** ** * * * *** *** * * * * * * *** APPLICATION APPROVED BY: Chc 12/15/03 7�3/o4 )*Z/1dPlans Examiner 5 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 N PERMIT APP JCATION Master Permit No. FBC 2001 Permit Type (circle): Building J Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5 )14, Phone # x'71 10/ 5r State Zip Owner's Address City Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shoes Village County Miami -Dade Zip Is Building Historically Designated YES NO 11-71 Aing- 101 >r Contractor's Company Naane Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Nam (if applicable) Phone # $ Value of Work For this permit Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace El Demolition Describe Work: * * * ** * **** ** *** ****** * * * ** ** Fees * * * * * * * * * ** * ** * * * * * * * * * * * * *,* ** Submittal Fee $ Permit Fee $ 35 - CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ �` t? Total Fee Now Due $ \ (Continued on opposite side) 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: Chc 05/13/03 Signature Contractor 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: ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUL -11004 --) ✓ate• Plans Examiner Engineer Zoning jytg70 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO • TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: I IIlIII IIIII IIIII INII Nlll VIII IIIJI IIN fill C :IF"N 20048.0261188 DR Bk 22211 Ps 3643; (1as) RECORDED 04/14/2004 10:58:11 HARVEY RUVIHr CLERK OF COURT MIAMI - DACDE CDUHTY e FLORIDA LAST PAGE 2. Description of improvement: 3. Owner(s) name and address: j Interest in property: 461%.1/0,-, S'7 r Lie J1 t/L 4.7 !i-07 �or>m Name and address of fee simple titleholder: e- 4- rte L 4. Contractor's name and address: 3 GC/ c gvE i 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by 'Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this N. ice of Commencement: (the axped' differ: :jy7j d e is specif' Tl rim*! anai • / Sign ur- o Owner Print Owner's Name Sworn to and - . <.cribed before me this Notary Pubi t/ ..� .. Print Nota a ie My commission expires:." `'t Angel R9 bE'CI,Gr 123.01 -52 PAGE 4 8/02 r ••�q C �K� �r1,SSIpn�Q0Ug6 Expires Wovem �, 2ppg Prepared by Address: r 4 BUILDING ,,0 rlts N BUILDING STREET ADQR 47 1 NE 9.04ST rnr MIAMI SHORES STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) NA I-t LMLKCiLN(:Y MANA(9tMtNI ACitNC:Y NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 200f 73f u1y /Se SS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#####q ZIP CODE 33138 EorinswanoeCompany Use Policy Number Company NAIC Number HORIZONTAL DATUM: ❑NAD1927 0NAD1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map 0 Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 84. MAP AND PANEL NUMBER 12025C0090 B2. COUNTY NAME I B3. STATE DADE FL B5. SUFFIX J 136. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 0 Other (Describe); B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Other (Des121 No SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) o Designation Date C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Consirucion *A new Elevation Certificate wtil be required when construction of the building is complete. C2. Building Diagram Number 1(Select the buldrng diayrar r most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A Complete Items C3. -a-i below aocordi Section B, convert the datum to that u Section D or Section G, as appropriate, Datum Conversion/Comments Elevation reference mark used "' sed appear on the FIRM? ❑ Yes No 0 a) Top of bottom floor (induding b o « r ❑ b) Top of next higher floor. 14. 3 ft(m). ❑ c) Bottom of lowest horizontal «,w N . A ft (m) ��� m* � � *nonlY) N . A ft(m) ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and/or equipment 11. 9 ft(m) servicing the building (Describe in a Comments area) N . A ft(m) 0 f) Lowest adjacent (finished) grade (LAG) 1(1.1 ft(m) g) Highest adjacent (finished) grade (HAG) 10. 5 ft(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ILA 0 i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) NA ll BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO ed in Item C2. State the datum used. If the datum is dl ferent from the datum used for the BFE in urements and datum conversion calculation. Use the space provided or the Comments area of on. 11 y 2O E 8 .o= E_ zQ N P3 J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement ma be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WILLIAM MICHAEL CARR LICENSE NUMBER 5092 TITLEVICE PRESIDENT ADDRESS 5950 W OAKLAND PA- BLVD #108 SIGNATURE COMPANY NAME ALL COUNTY SURVEYORS CITY LAUDERHILL DATE 1/16/04 FEMA Form 81 -31, January 2003 STATE FL - TELEPHONE 954- 777 -4747 x ZIP CODE 133g13 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indudmg Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. cr I SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) budding owner. COMMENTS JOB # 03 -19710 CROWN OF RD -12.44 L P iInsurance Cortipany Use: PolNumber , STATE ZIP CODE CorrpanyNAlCNumber ❑ Check here 11 attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. lithe Elevation Certificate is intended for use as supporting information fora LOMA or LOMB F, Section C must be completed. El. Budding Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Budding Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _ in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS CITY STATE ZIP CODE DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED _ft(m) Datum: _ _ ft(m) Datum: TITLE TELEPHONE DATE FEMA Form 81 -31, January 2003 Replaces all previous editions ❑ Check here if attachments '54 IR-9N PIPE REr-01 AIt ilWFA' - LD? 23 0 I r4 3/4 19-014 Pt? INVOICE # 04-19710 �3f:,2oetf-I EC OVED PROPERTY ADDRESS:, FEB 0 9 2004 471 NE 101sT STREET, MIAMI SHORT, FL. 33138 LEGAL DESCRIPTION: LOT 22 & THE EAST' OF LOT 21 & THE WEST'/ OF LOR 23, BLOCK 91 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 "ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK' 15, PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 31 50 CERTIFICATIONS STEVEN SHULMAN FLOOD ZONE INFO: COMMUNITY # 120652 LOWEST FINISH FL: 143 PANEL & SUFFIX 0090 J GARAGE EL: 11.9 FLOOD ZONE X N/A DATE OF FIRM 3/2/94 _.10.40 in 415s GArEAGS t:rl 24. 'op 22.10 u r39 530 plc 3/44 iPON PiPe 31. So J /5 0)(P) R�Mltl rsncg L.crt Z 1 0 Q 4c 3/4 ►JI IP-v*a PIPE REVISION SCHEDULE: 777-- (9544177_27{7... - PK. BLVD. • SurrE 108 • LAUDERHILL, FL 33313 LEGEND: M DENOTES FENCE LINE OHC DENOTES WOOD FENCE LINE ORB y DENOTES ELEVATION Sim PC PCC PCP Pic POB POC PRC PT RAN RP SBR UE WIC W/M ABBREVIATIONS: AL - ARC LENGTH - CENTER LINE F - CALc FROM FIELD MEASURE CR - CALL FROM RECORD INFO DB - DEED BOOK DE - DRAINAGE EASEMENT DME - DRAINAGE MAINTENANCE EASEMENT A - CENTRAL ANGLE EASE - EASEMENT F.F. - FINISHED FLOOR FND - FOUND FPL - FLORIDA POWER & LIGHT L - LEGAL - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS BOOK - PLAT - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE - PERMANENT CONTROL POINT - PARKER KALON NAIL - PROPERTY LINE - POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF REVERSE CURVATURE - POINT OF TANGENCY - RIGHT OF WAY - RADIUS POINT - SOUTHERN BELL RISER - UTILITY EASEMENT - WITNESS CORNER - WATER METER NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK 1 1 i SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BOUNDARY SIGNED: William Michael Carr, Professional Surveyor & Mapper Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) ATE: / ji /, Work: ENCLOSING THE PORCH TO ENLARGE KITCHEN - BUILD FALSE ROOF Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 02/17/2004 01:10:24 PM Rebecca Campbell MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) POT Industries 22 Page 2 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 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Ontswing Aluminum French Door - Impact V. APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact f/ LABELING: Each unit shall bear a permanent label with the manufacturer's name or Togo, city, state and following statement "Miami -Dade County Product Control Approved "Zrnless otherwise noted heroin. 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 motion of thin NOA shall bo aauoo for termination and romoual of Mi ADVERTISEMENT: The NOA number preceded by the words Miami -Dodo 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. JPa3Pl3C'I'ION. A wpy of Llua celiac NOA 311411 Lt rw.'Jkd to 11.., hie i!4 rlielvihu} and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 01 -0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation wac reviewed by Theodore Borman, P.E. NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 02/17/2004 01;11;27 PM Rebecca Campbell POT Industries 22 Page 3 XX LARGE M1SSIE IMPACT DOORS tf mtAith& .4)V. Lmatie o w/wr®aurf/P 501550m 5R 55P0110 i5ISP PRES.Ul+' 361 M . iW PSF -7850 PSC 4) 7 /2' FROM COMM (($E 0 & s2W VAX 5 t /R' FROM COMB (JAW art SWINT 417 ie71E fe eW UM ON T. 51415PC A7 ANSI WOO 3.1 tai rums Rd�R8O a11gERENC1 T73r 7.' 771.-7741 7.) ros LOWNO 69111215.7 OPTSW - OCr & CCT 4 OF Robin i curls, P.E P Sinstusd prjerd 20. kch M1e SetYaaN Si83 -101 1iOnrr Aar 609 IQ 14.81 tUle aarp®b f. B 1070 Technology Nokomis. R. 34273 PRODUCT RENEWED moments. e"04,144 x7Q1anTw47A17: 321041412,4:66 I1 1510/1. L.411:4. qAl® i IBS French Door— XtXX 7, 11041 871 02/17/2004 01:12:38 PM Rebecca Campbell POT Industries 22 Page 4 VERTICAL SECTION INTERIOR HORIZONTAL SECTION Swcummi INTERIOR PRODUCT RENEWED .asvrraw., 0i -0411. WI moos MOO [114/01 caws A Tit o . __ arila ft myna Lr al =eh Far OD UD7D T l.a.S,,, D.. NpkavN; H. 34275 -1Elt::1[: INUU'.Y 1 Mk* eiNNINNIPMMUNIMIIMINIP Door — Elevations. 1Tae ram A. 9¢I Dar lD 02/17/2004 01 ;13:34 PM Rebecca Campbell 0 POT Industries 22 Page 5 AM .00 ana.asu ..� J/9e ate... 9.400 1.4110 _a).• Oad. VxeszNY w •1 eam rvrratrn .02,0.1zymadamezzarmesiagewa BS emu: 4k awes t 2213510 DAP11III11r 2177121t 650 tte7 WOG 7INV4 ..ace -i sour 41a• 1 ;U. W N1D W 9WA mammy .011 Ake "Q VA. /NfIr71 lN7 WS MIL BN, Sj OMN mum &MI& 117R mt L n e stErkY7e99.W PRODUCT RENE*J D wcclrartGew °*_O! }.04 ssm7am/nan MokuMr1122ag* q ftt vin Oar 07 71014 2 pt. l00% Wo Essbraitt Blne 6140 -109 WSW 1010 Rxdmology Dr. Nakomts, F Jon rerch Door — Ex INDU DS •loded Gtozrn• 02/17/2004 01:14:41 PM Rebecca Campbell Rb JYP. JAMB POT Industries 22 Page 6 12.1 DUMPY ;,. 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' mat✓ Cr•1 Me:72urvq:i15 2 I;f✓AG�774'��7fa -F71 OWE= REVISED moorlao+th WAN* tliezporo f mart MD= RpMs'WED dxvpramera61 -Q 411:0i magma oas.Nosemsstztasst, I sL,4.4.41 at prZiorl 7 oL took Gdo Natrfok sa. bloingthlbatOOt 1070 raehnelogy Dr. Nokomis, EL. 34775 sxo -1O1 ODERStee French Door — Anchor° AR. IB/88 •Err B. a. M. F., 971 MIAMI —DADE COUNTY BUILDING DEPARTMENT • 11805 SW 26 Street MIAMI, FLORIDA 33175 OTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the 471 NE 101 Street project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 0-SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 El SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH 2319.17.2.4.2 ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 IL SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS PER FBC 1927.12 ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. Hiss= NA =man P.E. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Miami -Dade performing inspection services. I, (we) unde location on inspections, building ins Inspector h upon co inspectio belief an Code and County Building Department of any changes regarding authorized personnel Inspector inspection log for each building must be displayed in a convenient y the Miami -Dade County Building Department Inspector. All mandatory Florida Building Code, must be performed by the County. The County lied for on all mandatory inspections. Inspections performed by the Special in addition to the mandatory inspections performed by the Department. Further, ach Building Permit I will submit to the Building Inspector at the time of final log form and a sealed statement indicating that, to the best of my knowledge, ose portions of the project outlined above meet the intent of the Florida Building ce with the approved plans. Signed d Sealed Date: / - / c/ - 0 i/ Engineer /Architect Name pissam Naamani, P.E. T) Address 750 West 84th Ste eettyy Phone No. Hialeah, FL 33014 (305) 828 -7499 C:\Documents and Settings\vaI9165\My Documents \word fileshnaster\BL -2 Special Inspector(FBC) Log.doc Rev. 02/28/02 ,EOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS /IIIMalrA; �h►11\\\ ,f'■.-11i t t 2 i,'4JII DYNATECH ENGINEERING CORP. Miami, January 12, 2004 Mr. Roger Piper ROGER PIPER ARCHITECT, INC. 20100 N.E. 21st Avenue North Miami Beach, FL 33179 Re: Proposed Addition @ 471 N.E. 101st Street Miami Shores, FL Dear Mr. Piper: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request; DYNATECH ENGINEERING CORP., D.E.C. completed a Subsoil Investigation on January 12, 2004 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structure. A total of (1) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 25' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To 0'- 0" 0' -6" 1' -0' � 3' -0" 5' -6" 0' -6" 1'- 0" 3' -0" 5' -6" 25' Description Top soil and grass Brown sand White sand Tan sand with rock fragments Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 7'- 0" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 -9598 Page No. 2 471 N.E. 101st Street, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire footings and building construction areas plus 5 feet outside perimeter of all topso and vegetation down to clean granular material (when encountered). B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 956/c ASHO T -180C but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed it lifts not to exceed 12 inches in thickness and compact as indicated in items B. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material. G- Representative samples of the on site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Build Code. I- In the event of existing structures, existing footings or proposed drainage lines, provisions shall made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. 2 Page No. 3 471 N.E. 101st Street, Miami Shores, FL Regardless of the thoroughness of a Geotechnical exploration there is always -the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERINC CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, )1491-&..say". Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WNIno 3 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS CLIENT' PROJECT : ADDRESS : LOCATION. : .4 . Phi►=••` -: iii ITIMNIIIII DYNATECH ENGINEERING CORP. TEST BORING REPORT ROGER PIPER ARCBITECT,INC Proposed Addition 471 NE 101st Miami Shores FL SAS TESTING LABORAT( DRILLING SER INSPECTION SER RO( DATE: 1 -12-04 HOLE NO.: B -1 DRILLER: ASLD N a mataat pratceNan to dknta, the public and ouneives. all reports are submitted as the eonRdeutiat property of dtlentr,and authorisation for pahrseadau of statement canclusious oratractr from or regarding our reports B reserved pendiax ors our wanes, approval. 75n W ct QA Qtreant LT; o."1. t:f 111-11A ^2LTQ - DI.. .. , Of 0,10 .7 Ann TT -_ enr. -s noses e+r•e+n DEPTH;;; .` u.:. , . DE purTION OF :MATERIALS -.. � .. - - r, . SAMPLE-4,-:: NUMBER -• HA MER;.. ' BLOWS O N SAMPLER 1 0" — 6" . Tan Sand + Grass 2 BAND 2 4 5 3 6" — 1' Brown. Fine Sand 4 11 6 6 14 11 , 14 17 8 8 20 13 , 1' — 3' White Medium Sand 9 7 e 10 10 6 6 11 6 6 12 12 10 8 •3' —5'6" Light Tan to Tan Medium Sand with Rock. Fragments 12 15 ` 13 14 14 16 13 15 : 15 10 16 5'6" —25' Tan Sardy "Limerock 16 .16 18 17 7 17 - 18 18 9•- 22 19 i 19 18 20 20 A 21 22 22 23 A 24 24 A 25 - 26 r 26 27 A 28 -- • - • 28 29 30 30 - -31 32 32 33 34 • - 35 34 '. 36 37 36 38 ' . 38 Water Level: 7' 0" Below Surface • A= anger: R== refusal: —= d blow count N a mataat pratceNan to dknta, the public and ouneives. all reports are submitted as the eonRdeutiat property of dtlentr,and authorisation for pahrseadau of statement canclusious oratractr from or regarding our reports B reserved pendiax ors our wanes, approval. 75n W ct QA Qtreant LT; o."1. t:f 111-11A ^2LTQ - DI.. .. , Of 0,10 .7 Ann TT -_ enr. -s noses e+r•e+n JAN -07 -04 WED 14:11 ROGER PIPER ARCHITECTURE 305 932 +0025 'This Property describe•. as East 1/2 of Lot 21, eU .of .. Lot 22 and oche WQst 1/4 of Lod, 21. Block 91, AMENDED : PLAT OF MIAMI SHORES SECTION NO.4 , ,&ccarding to the-Plat - ,{ titeof t. as kecorded in •P1at'`'B450k ' 7.5 , •Page 14 oV .fie Publi4 Rect rds of ' bade County., Florida: 4 1 P.02 /came. tezArg. • • otwee. pagyLiLstaco /a/s2` APPENDIX Appendix Drilling Procedures The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D- 1586. A two -feet long, two -inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs, hammer dropping 30 inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples The number of blows required for one -foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. It is general practice that the sum of the number of blows required for the second and third six -inch penetration are added to determine the N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used. Therefore the samples were taken at intervals of 2, feet or at every change in soils characteristics. • GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY CHEMISTS SOFT DYNATECH ENGINEERING CORP. P.C. BOX 170406 HIALEAH, FLORIDA 330174406 PHONE: (305) 628.4418 KEY CLASSIFICATION AND SYMBOLS ROCK HARDNESS DESCRIPTION Rock core crumbles when handled • MEDIUM Can break core with your hands MODERATELY HARD HARD Thin edges of rock core can be broken.with fingers Thin edges of rock core cannot be broken with fingers TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CORRELATION OF PENETRATION RESISTANCE WITH RELATIVE DENSITY AND CONSISTENCY Cone • Standard Penetration Penetration Relative Tests, Tests Density Kg /Cm blows /Ft. 0-16 17 -40 SANDS 41 -80 81 -120 Over 120 SILTS VERY HARD Rock core rings when struck with AND a hammer (cherts) CLAYS MODIFIERS Approximate Fines Content • Modifiers 5% to 12% Slightly Silty or Slightly clayey 12% to 30% Silty or clayey 30% to 50% Very Silty or Very Clayey 0 3 4 -9 10 -17 18 -31 32-60 Over 60 0-4 5 -10 11 -20 21 -30 31 -50 0 -2 3 -4 5 -8 9 -15 16 -30 31L50' Very Loose Loose Firm Very Firm Dense Consistency Very Soft Soft Firm Stiff Very Stiff Hard PARTICLE SIZE Boulder > 12 in. Cobble 3 to 12 in. Gravel Sand Silt Clay 4.76mm to 3 in. 0.074mm to 4.76tmn 0.005mm to 0.074mm 0.005mm Maio. Divisions crew Symbols Typical Nears Cassl.cal.0.. Ce.lrr vs of iF GW Wdlyadd loses and 7M•7nd nuatuns. Intro co no fines GP • Poorly dodos) dwelt and 7.vd-flnd matures. little on no Ines a1.. eM ISilly dwelt. Q,+.l.srd• sill meatuses GC Clef'sy R «dt. pal•srica der min lures W.Ilysd.d sands and dally sands. l.n4 or no find Poorly graded sands and 'oony Wets. hale or no find 16! aM Silty sands. sand-silt misfire. SC Clayey Sends. sand•Clay m:etyma C0600 0. than e ID 7 CI Behveen 1 and 3 Not eroding both n.lra for GW Atlrbr9 Imola dot below "A" lirr O elaAKrty wales Ian than 4 Amos r9 Iona 001 Meow' "A" UM and p'an•Crty wale. gales OM. 7 C. - D6O. +Dap Outwit than 5 C 2�3 10s f0 Anrbr9 I.mia O•estin9 u1 h.ICh.d MM 01 bordrlor dalsd.ulion rsowning woo of dud symbols • Not .n..4..5 bons ern.rr 101 SW Allarbr9 Inns dot below "A" Iw or plastron MOS. less than 4 Attebrg floods do1 abase "A" lens and d.nt.h mess gnats. than 7 Anr0M9 iw..l1 p101aw.9 in hatchd Msa Ma bo.dVI.rr tar.heal.er.• 1•e10ro09 vY Of dud symbols 8:11 rtg ML InMganic rats, cry ins saw. rock fawn. silty Or dam fine seeds CL Inorganic clays Of ken to msdsnm plasticity. 'sadly Marti sandy days, silly clays, lean clays OL 1114 Ordure silts and o/9anie On days e1 low plasticity Ind genic tilts, m.cnaeus Of d•atomaceous fins fads tM tint, dame 5113 CH Inorganic starlet high past.nty, tat playa OH Organic clays of nrdium W ►apl plasticity .a N.e1.C..• C...a ..............w•••••••••••• • ...........• . ... .. •/IVii•' .ae FORM 600A -2001 FLORIDA ENERGY EFFICIENCY C FOR BUILDING CONSTRUCT' Florida Department of Community Affairs Residential Whole Building Performance Method EIJVEI1 N FEB 0 ', 2104 Project Name: Address: City, State: Owner: Climate Zone: SHULMAN RESIDENCE 471 NE 101ST STREET MIAMI SHORES, FL MR STEVEN SHULMAN South Builder: Permitting Office: MIAMI BEACH Permit Number ypawtf -AS"e Jurisdiction Number: 232600 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Raised Wood, Stem Wall b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. NIA c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A • c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A Single Pane 0.0 ft2 301.0 112 0.0 ft2 Addition Single family 1 2 No 1870 ft2 Double Pane 0.0 112 0.0 ft2 0.0 112 ft2 R=4.0, 1782.0 ft2 _ R=19.0, 1870.0 112 _ Sup. R=6.0, 60.0 ft 12. Cooling systems a. Central Unit Cap: 60.0 kftu/hr SEER: 16.50 b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Natural Gas a., Cap: 1.88E5 gallons _ EF: 0.66 Cap: 34.0 kBtuli r _ COP: 1.00 _ b. N/A c. Conservation (HR -Heat re 'ire DHP-Dedicated4 15. HVAC credits (CF- Ceiling fan, CV-C atio HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PT. Glass /Floor Area: 0.16 Total as -built points: 19601 Total base points: 27845 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 244-4,L_ DATE: 2 -��®4 I hereby certify that this building, as L esigned, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: ) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 1870.0 32.50 10839.8 Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: N 0.0 0.0 S 0.0 0.0 E 0.0 0.0 W 0.0 0.0 80.0 29.33 1.00 80.0 55.34 1.00 49.0 65.40 1.00 92.0 58.39 1.00 301.0 2346.3 4426.9 3204.6 5372.3 18350.1 WALL TYPES , Area X BSPM = Points Type R -Value Area X SPM = Points 1 Adjacent Exterior Base Total: 0.0 0.00 0.0 1782.0 2.70 4811.4 1782.0 4811.4 Concrete, Int Insul, Exterior As -Built Total: 4.0 1782.0 2.35 1782.0 4187.7 4187.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points ', Under Attic Base Total: 1870.0 2.80 5236.0 1870.0 8238.0 Under Attic As -Built Total: 19.0 1870.0 3.72 X 1.00 1870.0 6956.4 8958.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 0.0(p) 0.0 0.0 1870.0 -2.16 - 4039.2 - 4039.2 Raised Wood, Stem Wall As -Built Total: 11.0 1870.0 -0.60 1870.0 -1122,0 - 1122.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1870.0 18.79 35137.3 1870.0 18.79 35137.3 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 1 'FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details (ADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 52085.0 Summer As -Built Points: 60509.5 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52085.0 0.4266 22219.5 60509.5 1.000 (1.067 x 1.165 x 0.90) 0.207 0.950 13290.8 60509.5 1.00 1.119 0.207 0.950 13290.8 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: l BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type/SC Overhang Ornt Len Hgt Area X WPM X WOF = Point - .18 1870.0 2.38 794.4 Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: N 0.0 0.0 80.0 6.11 1.00 S 0.0 0.0 80.0 4.79 1.00 E 0.0 0.0 49.0 5.05 1.00 W 0.0 0.0 92.0 5.65 1.00 301.0 489.0 383.5 247.6 519.4 1839.5 WALL TYPES , Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 1782.0 0.60 1069.2 1782.0 1069.2 Concrete, Int Insul, Exterior As -Built Total: 4.0 1782.0 1.05 1782.0 1871.1 1871.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 1870.0 0.10 187.0 1870.0 187.0 Under Attic As -Built Total: 19.0 1870.0 0.14 X 1.00 1870.0 261.8 281.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 0.0(p) 0.0 0.0 1870.0 -0.28 -523.8 -523.6 Raised Wood, Stem Wall As - Built Total: 11.0 1870.0 0.00 1870.0 0.0 0.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1870.0 -0.06 -112.2 1870.0 -0.06 -112.2 Energyt3auge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 'FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 1414.8 Winter As -Built Points: 3660.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DMxDSMxAHU) Heating Points 1414.8 0.6274 887.6 3660.2 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 3660.2 1.00 1.123 1.000 0.950 3903.6 3903.6 EnergyGaugelm DCA Form 600A -2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 i PASS 1 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1 ADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugen" DCA Forrn 600A -2001 EnergyGauga®lFIaRES'2001 FLRCPB v3.30 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 2 2369.00 BASE 4738.0 188000.0 0.66 Aa -Built Total: 2 1.00 1203.45 1.00 2406.9 2406.9 AS -BUILT EnergyGaugen" DCA Forrn 600A -2001 EnergyGauga®lFIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating Points + Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 22219 888 4738 27845 13291 3904 2407 19601 EnergyGaugen" DCA Forrn 600A -2001 EnergyGauga®lFIaRES'2001 FLRCPB v3.30 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 'ADDRESS: 471 NE 101ST STREET, MIAMI SHORES, FL, PERMIT #: 1 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS j SECTION REQUIREMENTS FOR EACH PRACTICE _ CH_E_CIC Exterior.Windows & Doors 606.1.ABC.1.1 Maxlmum:.3 cfm/sq.ft. window area;,5 cfm/sq..ft. ON! area._ Exterior & Adjacent Walls i 606.1.ABC.1.2.1 I Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; 1 foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends 1 from, and Is sealed to,_ the foundation to the toppiate. _L. Floors i 606.1.ABC.1.2.2 , Penetrations/openings >1/8" sealed unless backed by truss or joint rnembers. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed 1 1 to the_perimeter penetrations and seams. _ _ _ ....._ _ . _____ Ceilings 606.1.ABC.1.2.3 ' Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, 1 1 , soffits, chimneys, cabinets sealed to continuous air barrier gaps in gyp board & top plate; I attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is 1 installed that is seated at the perimeter, at penetrations and seams. . . 1-- Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from I I conditioned space, tested. Multi-story Houses ___. 601 .25 Air barrier on perimeter of floor cavibetween floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors. dampers; combustion space heaters comply with NFPA, ___thave combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (mustbe met or ,exceeded by all residences.L COMPONENTS • ., SECTION REQUIREMENTS _ _ _ _ _ Water Heaters 612.1 [ Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit ___ . .... __ 1 _breaker (electriclor cutoff (gasj_must be provided. External or built-in heat trap_required. . _ Swimming Pools & Spas 612.1 T Spas & heated pools must have covers (except solar heated). Non-commercial pools 1 I must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. 1 Shower heads . _ ____ .1 612.1 'Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ Air Distribution Systems ' 610.1 . All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically I attached, sealed, insulated, and installed in accordance with the criteria of Section 610. 1 1 1 Ducts in unconditioned attics: R-6 min. insulation. . . _... .. _ _•. _ HVAPControls 607.1 Separate readily accessible manual or automatic thermostat for each s.ystem. 1 Insulation 604.1, 602.1 1 Cellings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. 1 i Common ceiling & floors R-11. I EnergyGaugent DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.7 The higher the score, the more efficient the home. MR STEVEN SHULMAN, 471 NE 101ST STREET, MIAMI SHORES, FL, 1. New construction or existing Addition , 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit 3. Number of units, if multi- family 1 4, Number of Bedrooms 2 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1870 ft2 c. N/A 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 0.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 301.0 ft2 0.0 ft2 _ a. Electric Strip c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Raised Wood, Stem Wall R =11.0, 1870.012 _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Natural Gas a. Concrete, Int Instil, Exterior R=4.0, 1782.0 ft2 b. N/A b. N/A c. N/A d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery. Solar 10. Ceiling types DHP- Dedicated heat pump) a Under Attic R=19.0, 1870.0 ft2 15. HVAC credits b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 60.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 60.0 kBtu/hr _ SEER: 16.50 _ Cap: 34.0 kBtu/hr _ COP: 1.00 Cap: 1.88E5 gallons _ EF: 0.66 PT, *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is nQt a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarm1designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction. contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) SYSTEM SIZING SUMMARY System: SHULMAN AHU -1 Location: Miami, Florida Prepared by: TABLE 1. SIZING DATA (COOLING) Block Load 3.05 February 03, 2004 Page: 1 Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) VentRation Air Direct Exhaust Alr Reheat Required Floor Area Overall U -Value Vent Air Vent AM ___ -- TABLE 2. SIZING DATA Heating Coll Load Ventilation Load Total Zone Load Ventilation Airflow Supply Airflow 50,824 BTU/hr 43,070 BTU/hr 40,961 BTU/hr 55.0 F 1,897 CFM 1,896 CFM 0 CFM 0 CFM 0 BTU/hr 1,870 sqft 0.213 BTU/hr/sgf lF 0.00 CFM/sqft 0.00 CFM/Person (HEATING) 31,620 BTU/hr 0 BTU/hr 31,620 BTU/hr 0 CFM 1,897 CFM TABLE 3. INPUT DATA (WEATHER) Load Occurs July 11 :00 Outdoor Db/Wb 89.5/76.6 F Coll Conditions: Entering Db/Wb 76.0/63.7 F Leaving Db/Wb 55.0/54.4 F Apparatus Dewpoint 53.9 F Bypass Factor 0.050 Resulting Zone RH 52.7 Total Colt Load Sensible Coil Load SQFT/1'on Cooling Confine Heating Heating Floor Area Overall U -Vahue Vent Air Vent Air 4.24 Ton 3.59 Ton 441.52 27.18 BTU/hr/sqft 1-Ot CFMhnft 16.91 BTU/hr/sqft 1.01 CFM/sqft 1,870 sqft 0.213 0.00 CFM/sqft 0.00 CFM/Person Location Miami, Florida Data Source User Defined Latitude 25.8 Degree Elevation 7.0 ft Atmnsnberlt Cleamea. 8 040 TABLE 4. INPUT (HVAC SYSTEM) Summer Dry-Bulb Coincident Wet -Bulb Daily Range WlnterD�Bnlh . -. 91.0 F 77.0 F 15.0 F 44.ILE 1 System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coll Bypass Safety (Sens) Safety (Latent) Heating Safety SHULMAN AHU -1 Clg and Warm Air Ht 6 :00 24 hrs 55.0 F 0 CFM 0.00 CFM 0.050 0 1 0 TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton THERMOSTAT SETPOINTS Cooling (Occ.) 75.0 F Cooling (Unocc.) 75.0 F Heating 70.0 F RETURN AIR PLENUM No FAN Configuration Blow -Tim! Static Pressure 1.50 itt. wg. I) July 17:00 2) July 16:00 3) June 17:00 4) August 16:00 5) August 17 :00 3.59 4.24 3.57 4.21 3.55 4.21 3.56 4.21 3.56 4.20 Time 6) June 16 :00 7) September 16:00 8) August 15:00 9) July 15:00 10) July 18 :00 Sensible Ton Total Ton 3.51 4.17 3.52 3.48 3.47 3.43 4.14 4.12 4.11 4.08 4:0 SYSTEM SIZING SUMMARY System: SHULMAN AHU-1 Location: Miami, Florida Prepared by: I TABLE 6. ZONE SIZING DATA Block Load 3.05 February 03, 2004 Page: 2 Max. Cooling Sensible Zone Name (BTU/hr) STILTLivIrA- N 40,961 Total: Design Airflow Rate (CFM) 1,897 1,897 Design Time July 17:00 Max. Heating Design Flow Load Rate (BTU/hr) (CFM) 31,620 Total: .00 8/4/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 471 NE 101 Street Miami Shores Village, FL 33138- Permit: BP2004 -158 Address:471 NE 101 Street Miami Shores Village FL33138- Date Expired: 2/14/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, 1\----k — Mabel Vargas Administrative Assistant Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/12/2004 Applicant: STEVEN Owner: SHULMAN JOB ADDRESS: 471 NE 101 Contractor EH WHITSON Local Phone: 954 - 929 -3599 Parcel # 1132060170680 Plumbing Permit Permit Number: PL2004 -101 Page 1 of 1 SHULMAN STEVEN ST Contractor's Address: 423 SOUTH 21 ST Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: FEE2004 -3800 FEE2004 -3801 FEE2004 -3802 FEE2004 -3803 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $130.00 $0.60 $0.20 $3.25 $134.05 Total Fees: $11 .05q Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/20/2004 Construction Value: $800.00 Work: TANKLESS WATER HEATER Signed: (INSPECTOR) 1)41 1 4%9 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: "i RTC IV [E MAR (, F 2004 b -3 s -off 3� Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 34§ 411 0 i City Mil y lit SUMO State K, Tenant/Lessee Name Permit No. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 pi ON -0I Master Permit No. I Ou - ectrical PI mbing Mechanical Roofmg eVe , � Phone # zip 33133 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Contractor's Company Name F. 4-1 _L04 -4 I Tc,fll3 PLU H ep, 1 L Contractor's Address Li 21 S' . 2.1s4- 16v 1%...)\-)F City D State a_ Qualifier ` Zip Phone #(q q 2Cl— Zip 502 ) Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip $ Value of Work For this ermit p d 00 Number of: Bays Stories Families Type of Work: ❑Addition ❑Alteration ['New Describe Work: JN - rit< L E s_ i4) 411 It e f° Square Footage Of Work: Bedrooms Baths ❑ Repair/Replace ❑ Demolition * **** ., , *** ** * , * *, ** ***F Fees * ** ** ** **** ** ****** * * * ***** County Escrow Fee $ , � % Permit Fee $ Education/Training Fee $ • at 0 Tech $ .3 .. .._ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $5 0 Total Fee Now Due $ et) . o. t. (Continued on opposite side) Notary $ Scanning $ Radon $ 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 CONDMONERS, 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 YO1JR 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 broch 'e will be d livered to the per on whose property is subject to attachment. Also a certified copy of the recorded notice of cc-mmen ement; ust e posted i he j % site for the first inspection which occurs seven (7) days after the building permit is issu d. I t 'e abs< ce o such po :. d n the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing ins day of , 20 , by , day of who is personally known to me or who has produced who is As identification and who did take an oath. w ed before me this -1. hSLi0 r who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: State Certificate or Registration No.0 FC ersonally known to me as identification and who did take an oath. My Commission Expires: (Certificate of Competency Holder) 11 Certificate of Competency No.0 1 CO4 t 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * **1 ****!***)I************************************ * * * ** * * * * * * * ** * ** * * * * * * * * * * * * ** APPLICATION APPROVED By: Chc7/7 /o3 3 ‘2_ Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/21/2004 Mechanical Permit Permit Number: MC2004 -48 Page 1 of 1 Applicant: STEVEN SHULMAN Owner: SHULMAN STEVEN JOB ADDRESS: 471 NE 101 ST Contractor BLUE BREEZE AC Local Phone: 305 - 865 -1220 Parcel # 1132060170680 Contractor's Address: 736 NW 107 ST Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: Description Amount FEE2004 -3808 Building Fee $100.00 FEE2004 -3811 Technology Fee $2.50 FEE2004 -3812 Scanning Fee $3.00 FEE2004 -5191 CCF $1.80 FEE2004 -5194 Training and Education Fee $0.60 Total Fees: $107.90 Total Fees: $107.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/4/2004 Construction Value: $1,200.00 Work: CHANGE OUT NC AND DUCT WORK Signed: (INSPECTOR) A14Y 21 pq/ 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 C2ooq _ BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ECEDVEID MA`' 2 2004 Master Permit No. Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (' + �' / . Ci-hiLm4J Phone # 3 La 1 J - a� Owner's AddresIs Li 1 . , VD S{ City M) 91 ��OS State C—, Tenant/Lessee Name Zip 3;'-13g Phone # Job Address (where the work is being done) (41 ! N 101 ' 7' City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ' Company GL6E �2.��,�E P\ C, Phone #, . (0 3 Contractor s Com an Nme - Zip 331 Contractor's Address -7 3 ( N . . i D' City W( VAT 1d" d I State r t_-� Zip 33/LT Qualifier �' J� 1-/AS —l) e co f r,k Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit i-A-0C)C Square Footage Of Work: Type of Work:` "❑Addition Describe Wbrkh C "// &i C C uA 4, ❑Alteration c) ❑New ❑ Repair/Replace ❑ Demolition *, * * * * * * * * * * * * * * * *** * * * ** Fees * * * * ** * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ / 0 C) CCF $ CO /CC Notary $ Training/Education Fee $ a 4 0 Technology Fee $ o--.0 n Scanning $ , . ? Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due (Continued on opposite side) 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, ' ce tified copy of the recorded notice of commencement must be posted at the job site for the first insb :ctio, which occurs :even ( d s after the building permit is issued. In the absence of such posted notice, the inspection wil t be approved and . f einsp ion ee will be charged Owner or -� The foregoing instrument was acknowledged before me this day of . (i / , 20 , by who is personally known to me or who has produced As identification and who di take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: e"'t, es.04,M ev'a <c� mar,•.° s't d�it�;'rt, �,_ .,t,:v�FiC,'idti�;:y��Y1G Signature of The foregoing instrument was acknowledged before me this,) day of Iri l-� , 20['14, by who is personally known to me or who has produced as i • «, ca' and 4 o did NOTARY PUBLI Sign: Print: My Comnu si.n (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department VP Change of Contractor t Permit .No. 1 I�p� ' l ® I— Owner's Name (Fee Simple Titleholder) ST'S: V ULknlAII Phone # (3O5) 7 57 — �D�0 a. Owner's Address 1 / � , _ /0 ( ► . City r" 1 /Arvl I S -toCe. State FL—. Zip 33 ) .s? Tenant/Lessee Name Phone # Job Address (of where the work is being done) City County Legal Description Awtb P L OF M I 4 Sly Q :.S o F• (-07- I'- -I `-f LOT Contractor's Company Name 3 Contractor's Address Co IQ W 10-7 s r City 1A 14A1 1 State �� Qualifier Ill `A `%1 e(z tD. I 4 Zip 5 LI L9-a1/ L�r 1 r 1/4 srz V.500 lC 1(-5 02 17(04(4,--1.30. 3't Li )et/c__ Phone # 3`�� — (e —1 zip .33 / 4 Describe Work: k`Eu.s �Sl (,L.Lfr(op) to 1'ra hdcr W3E?-h UT I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores ha ' 1 ' from all leg; i of f ement. Signature wt The forego s g instrument was acknowledged before me this this .20-"d day of l Y , 20 044, by who is personally known to me or who has produced As identification and who di ' - -'Y , e an oath. i ]J-a C GTf i f SLt I ] / �_.ti.,. & .onc,.r�, Inc. 1 Owner or A nt NOTARY PUBLIC: Sign: Print: My Commission Expires: Rev. 09/19/03) The foregoing" instrument was acknowledged before me day of MALI P ' . 20 0�, by who is personally known to NOTARY Sign: Print: My id: y ca .• and wh ti'did ��� r � `������ F I11��yC ti, F p . comCommissn �'';: FROM : SHULMAN & ASSOCIATES T •d PHONE NO- - 305 757 2120 May. 19 2004 05 :10PM P1 Steven M. Shulman May 19, 2004 To Mike Ferrera AAA Modern Air From; Steven Shulman 471 NE 101 Street Miami Shores, F133138 Dear Mike, Please let this letter be my notice to AAA Modern Air that I wish to cancel my contract for a/c installation at the above address. Please fax back confirmation on AAA Modern letterhead that you have received my request to cancel, and you have terminated the agreement. If you have any questions, please do not hesitate to all me at 305 - 757 -1234 471 N.E. 101 Street • Miami Shores, Florida 33138 • (305) 757 -1234 6917G92617S6 .atd u..apOW ddd E9#S9E6bS6 stab : T T {70 02 ReW riv'4J:vuu\ *Ztta ci;usri-* cic-A\ May 20, 2004 Attn: Angie Miami Shores Building Dept. RE: Steven M. Shulman Job 471 NE 101 St Miami Shores, FL Dear Angie, Sales, Service IilStalldtica Per our conversation Thursday, May 19, 2004, please remove AAA MODERN AIR as mechanical contractor from master permit # BP2004158. Mr. Shulman canceled his contract, thus releasing AAA MODERN AIR from any responsibility resulting from A/C work on the above mentioned address. at You, M. Ferrera AAA MODERN AIR 2 d 901 Phippen Road • Dania Beach, FL 33004 South Broward 954 -921 -4486 • North Broward 9544 -524 -4693 Fax 954 - 926 -5469 69fp.S92B#S6 ,J i u uJapoW UULJ tr0 02 ReW Date if Legal Description Owner/Lessee / Tenant S T E V E S %J IA L— VV PERMIT APPLICATION FOR MIAMI SHORES VILL Job Address tf-71 oV E (0 ( STYEEI Tax Folio Historically Designated: Yes o RECE WE0 GI %0 7 29n4 Owner's Address 411 N G lb I ST S Contracting Co. /3114/(1 Al o 6 .egdJ Qualifier sly 21 Pr- SS# state# e' P'C1112 13234 Architect/Engineer''. Bonding Company Master Permit # 6 Pao 0 L 1,5g Phonc6 O5) "1S7— 1 (-31-1 Addressqb 1 PE I PI'E)J IZJ Phone 9S `I 9Z/ (1L/?6, Municipal # Competency #' Address Ins. Co. Address Mortgagor 1 Permit Type (circle one ) : BUILDING ELECTRICAL PLUMBS MECHANICAL 1310FING PAVING FENCE SIGN WORK DESCRIPTION ^API g3()Sri._1 G` l 1,1,1 S quare Ft. Estimated Cost (value) 1 e--v O WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: 1 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. Furthermore, I authorize the above -named contractor to do the work stated. L Signature of owner an . o •ndo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON C.C.F. Signature or Contiractor-or Owner - Builder Date 1� otary akt C" M- factor My Co 11 •I ion Expires: (o • 9 ql;- Builder Date • ?UP ;fi, Amy Jane Layeack MY COMMiSSION # D0008864 EXPIRES May 17, 2005 BONDED THRU TROY FAIN INSURANCE INC NOTARY BOND Building °`' Plumbing TOTAL DUE Electrical Engineering Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/12/2004 Plumbing Permit Permit Number: PL2004 -102 Applicant: STEVEN SHULMAN Owner: SHULMAN STEVEN JOB ADDRESS: 471 NE 101 ST Page 1 of 1 Contractor DOUGLAS ORR PLUMBING INC Contractor's Address: 101 FLAGLER DRIVE Local Phone: Parcel # 1132060170680 Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: Description Amount FEE2004 -3804 Building Fee $140.00 FEE2004 -3805 CCF $0.60 FEE2004 -3806 Technology Fee $3.50 FEE2004 -3807 Training and Education Fee $0.20 Total Fees: $144.30 Total Fees: $1546:30 Total Receipts: $0.00 I��� t- D Permit Status: APPROVED Permit Expiration: 9/22/2004 Construction Value: $800.00 Work: INSTALLATION KIT SINK ICE MAKER & WATER HEATER R 14 PAID Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd jl 1 'da 33138 Tel: (305 7 , +T�'- ,'(��I 6.:' ' 72 1' R 2 6 2004 BUILDING PERMIT APPLICATION FBC 2001 ® - -- ® Master Permit No.', Permit No. /1,266 Permit Type (circle): Building Electrical ( Plumbing Mechanical Roofing Owner's Name (Fee Simpe Titleholder) d - �-� L �r -�,; �� Phone # ) i" Owner's Address l / '7 / 5 /6- / �I j i) / r ° ~fir L City ∎ '- i t )1-3 State j Zip Tenant/Lessee Name Phone # Job Address (where the w¢rk is being done) i' City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 3. C ,L r" L 2_ /_,_ X �tf c �-r Phone # Zip City B"A,'.3 Qualifier ->- . L r; L.. 5 Z State Zip / Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit r Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work:' ^ 11-- CC- 5'7 110 d Submittal Fee $ 5 Notary $ Scanning $ Code Enforcement $ • o Permit Fee $ / / 5 CCF CO /CC Technology Fee $ 3 , V Training/Education Fee $ c Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite sde) 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 Si _1I Owner or Agent f Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of 1"-Vc "L_ / , 206:4-1 by - , u 1_1 who is personally known to me or who has produced (who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: —7/- - 1 —eL r..„,_ a „: r ", ��iA V. LLANt5 Print: Print: d i "' �, =�o�P- ins`Norart+ Public - State of Florid, w_•, •IMyCommissionExpiresFeb26,200b 1 My Commission �,,� ,,,. a'.- Commission # DD294376 •• OF f� 0 Al sY 9eksF rk �Y �k sFx4 de 4e 1k 9e tkte 4e �Y �e * 9e 4c *aYsF �Y.�k &9c9caY �c �Y :h do 3e aY9e :t Yr *�Y& Fe 9e9i �Y �Y 9e 9e 4a �Ei: 9e &a49c a4 at Yc ak Bt ab 9c3c nk:k �Y9ea2 Ph9rahSl�kk *Jt � eWOPMI iS� (Certificate of Competency Holder) e My Commission Expires: State Certificate or Registration No. (it' CI ` Certificate of Competency No. C/ 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** "* * *; *************. x********************** * * * * ** * * * *** * * ** * ** * *:* ** * * * * ** APPLICATION APPROVED BY Cho 12/15/03 3_7=3_ Plans Examiner Engineer Zoning Il ✓J'1/ P-,;�� ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) _ DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN MPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/NEETER CHANGE , REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER IOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 IHP _ MECHANICAL VENTILATION SINK, RESIDENCE 9 MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP ' FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MDTCRS OVER 100 FP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS . A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS . HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE I GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER • SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA - ' RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER =IRE STANDPIPE 'COL PIPING .AWN SPRINKLER SYSTEM 1AS RANGE . 4ETER SET (GAS) " AS PIPING UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G -10 • Sender: Please print your name, address, and ZIP +4 in this box • 4-11 1\)E, Pot 140■14A SifbuW F33t3& 20 { as�{ eee{{ eeee{{ sa{{ e{ ee{ ete{ e{ a {ie�i {ee� {ee {e {eee {eee { {e� {ee{ SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 3-O5 RA ttsteitt t' uk- rD M e-c 5 6-11A,L,e 5 ©ga & 2a AVAOe FL- 33tiV t COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by inted Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mall ❑ Retum Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Transfer from service /abet PS Form 3811, August 201 7002 2410 0003 3731 6465 omestic Return Receipt 102595 -01 -M -25091 1 Steven M. Shulman June 21, 2004 Mr. Jose Ballesteros Metro Electric Service Inc. 15050 NE 20th Avenue North Miami F133181 Dear Jose, Receipt Requested 3731 6465 Please consider this letter as your official release and discharge for any and all electrical work to be performed at my home address, 471 NE 101 Street Miami Shores, Florida 33138. This release and discharge shall take place immediately, and you are no longer authorized to perform any electrical work at this address. This decision is based on the following reasons: Lack of performance... always inconsistent about showing up to the job site. You promised the job would take a week or two, and it is still far from finished, due to your poor attendance on the jobsite. Due to your lack of performance I will be forced to pay additional and unexpected rent charges until I can move back into my house. Lack of professionalism.....Never cleaning up after yourself Always leaving the work site in a deplorable condition, especially after being reminded to clean up and sweep up on a regular basis, of which you have totally i ored my numerous requests. Due to your lack of cleanup, you have caused damage to my hardwood floors by not covering them in a proper fashion after being told on numerous occasions to do so. You have made extensive damage to interior walls above and beyond the normal necessary cutting in order to complete the job. These two items will cause me future problems, resulting in an unexpected cash outlay on my part. Sincerely, Steven M. Shulman. 471 N.E. 101 Street Miami Shores, Florida 33138 • (305) 757 -1234 .2" -n r9 m rn m C:3 C3 al C3 ru ru CI C3 601111•11161•11•6= soutemeneemeersons 1111111111111111115$11.1 11111■11116.0.111.11M11 ONINIMENINIMMION. 11111.612616 0166=1.161166616•66.12.0. ==1= 611611•166.0611.6166•611161.1116 06811•1=1.1010.111116.61 .1.••••■•••■•■•••■•.• leS1111101111111=11eleiliel L.n J3 ..113 IA IA M NN mm mrn CM CI 1:3 C3 C3 CI CI CI rq rq .V• ru ru ru ci ci C3 NN CERTIFIED MAILm RECEIPT., (Domestic Mail Only; No insurance coverage For delivery intormatioa visit our website at wvvir' FICIAL U Footage $ Certified Fee Return &sooist Fee gariOnleritertilellifilet$ (F=eritp°1444i Roziliked) Total Poete2e & Fees wiiiicAocmx;°1 Sentra er100 Box No. PIA PS Form 3366 ..lon0 2002 Postmark Here • CO -o cp C=:3 C•—• NEM% sok; rtcydrse .(cir Insti-uctIgnS Miami Shores Village Building Department Change of Contractor Permit No. '�I Owner's Name (Fee Simple Titleholder) �C.).. "� Phone # Owner's Address 411 �i 1 3 City MI "1 4.0c, PLO State r Zip 3.3 I Tenant/Lessee Name Phone # acs 15 7 113L( Job Address (of where the work is being done) City M1Iti4M S4:0 S Legal Description WTI I County Mk) E. tbi Zip 3 23 s3 Contractor's Company Name low - -qOV � � \L CO vp Contrac`tor's Address � OO 6� ° C - ,2 � City `\O State Qualifier : V (Ga- r\ c t Weas4 Describe Work: Phone # C3CYQ 2L Zip I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harm rom all g jin olvement. Signature Owner or.ent The foregoing instrument was acknowledged before me this ,g- this day (tYilt} , 20 Dq, by 6 14 has • who is personally known to me or who 6 Papuo As identificatioa 4Q# uorss►wu�o �' �. Signature NOTARY P • : �7g _ '� : NOT ''ti i'i Sign: Sign: s� Print: t M !" My Commission Expires: , _ ''` d� � ,'` fnabc11 Vargas My Commission expires: ornmission #DD23I984 N,;., ' :¢ Expires: Jul 13 2007 9 0�` ' '4'FoaFio�.` 13on ed t * * * * *** * *, ** ** * * * * * * * ** * ** ** *�t,� **six**f�116ffY�`c[ o�ntlmg "�mir * ** * * * * ** ** ** *** ** * ** * ***** Rev. 09/19/03) Contractor The foregoing" instrument was acknowledged before me d a y of , 20 04 b y I 0a-vt. 0a-v' Ca ulos t \ who is personally known to me r who has produced A34-3-- 'd take an oath. as iden cation an Print: [�2 i( C, RAMIREZ 'g® Notify Public = State of Florida Commission Expires May 30. 2n, Commission # 011201982 Ititiimebt‘atatqlass,1 ► B Miami Shores Village Building Department 3c, S%757-800 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) '5 V2 V1 c�\ \LA ViA0k Vl Phone # C o 5' - '2 \ Permit No. 2, 0 11/4,1• Master Permit No y , Plumbing Mechanical Roofing Owner's Address AAA- E - city k � O state F Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami-Dade NO t� Zip Contractor's Company Nume C CI'C C `CZG ((pc? Phone # (YE) Contractor's Address 2,CO 'e \2- kL Cif State Zip 8,QA State Certificate or Red, str Lion No. ER L' O.1�A-"g' Certificate of Competency No. CC, ObE 04-1g Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration DNew poscithialkolikAk- Square Footage Of Work: ("Repair/Replace ❑ Demolition / �d ****************************Fees****************************** Submittal Fee $ Permit Fee $ CCF $ Notary $ :� �.. Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite slide) CO /CC 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 ANF'DAVIT: 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. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -2 I/ day of , 20 —, by , day of i Li-----K4._ , 200V , by CL L (Cw N" \C. ' �11/4. who is personally known to me or who has produced who ipersonally known to me who has produced i' %— i As identification and who did take an oath. NOTARY PUBLIC: r Sign: S tr ±.--( eC k C Os - -,- Print: Print: i \04 $ (c(-e C ..--P...6.---vi, i i le My Commission Expires: My Commission Expi es;, PP 4-3;:c.0 o 7 Af11.Df C. RANIJRE2 ,�P `�: Notary Public < State of Florida 1 ) as identification and who did take an oath. NOTARY PUBL ' ytommIs sionVZxp�l�eslTfl 1107 , Commission # 00201982 .n " Bonded By National Notary Y Assn. ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** wr*r* * r*** -* * + * APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 RE C \NEP ? 3 2004 BUILDING PERMIT, APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FBC 2001 Permit Type (circle): Building Electrical I�OC�u-6£( Permit No. S&P oo- r / Scf Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholdet ) G S h v S' J t,LPl o e e� s -7/ f4 / / O ( X,- Owner's Address City/ • C ere Tenant/Lessee Name atS 7 ,c7 /23 (/ State s Zip 3-5/ 3 8 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier LP '7/ /1F /0( County Miami -Dade NO METRO ELECTRIC SERVICES INC. 15050 N,E. 20TH AVENUE IAEH MIAMI, FL 33181 jo �,} PH (305) 945-1991 / FAX (305) 944-9552 Phone # Zip Zip Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work ❑Addition lc ❑Alteration Phone # q3-z_ Square Footage Of Work: ❑New ,1 Repair/Replace ❑ Demolition L . ' it" ce..) c g 6)( 77 r Imo- cam' L e `d 0,E 50'7 * * * * * * * * * * * * * * * * ******** * * ** Fees * * * * * * * * ***** * * * * * * * * * * *** * * ** Submittal Fee $ 60 06 Permit Fee $ .` =tea! Notary $ Scanning $ Training/Education Fee $ 1 B 0 6 CCF $ , 0 0 CO /CC Technology Fee $ Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ kD o r% (Continued on opposite side) Structural Plan Review. $ 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 Signature I,</6 'C-(` Owner or Agent Contractor The foregoin instrument was acknowledged before me this L3 The foregoing instrument was acknowledged before me this 2 ''' day of i L 200 y , by _ , day of ; n: , 24, ci , by AA /4 (AT j t�,, who is personally known to me n has prod ' ;'d As ide did take an oath. NOTARY PUBLIC: who is personally known tome • who has produced as iden on and whiid take an oath. NOTARY PUBLIC: r • IX • AM OF FLORIDA NAES Sign: COMMISSIM * nn1221,31 Sign: o EXPIRES 07/08 /2006 �- - 'f. -- ' T� fir" ' .y Print: /Frcc t 1 Zi' `li / 1 C. e'/ �NDED THRU 1.888-NOTARYt Print: �,: e�� ,.1 / `e, c �,�° d4 T BLI ION # nnOF LOTRIDA 22in EXPIRES 07/08/2006 My Commission Expires: /� ?/ 2,c., c_° (' My Commission Expires: apci THOU 1•HB orARV1 Y xp / /1.-- ��� * * * * * * * * * * * * * * * * * * * * * * * ** **-************************************************* * * * * ** * * * * *4 * * ** * * * * * * * * * * * * * ** State Certificate or Registration No. (Certificate of Competency Holder) �' �r Certificate of Competency No. *** * * **>>< * ***** * ******** * * * ** x> *** * * * *****>> ** * * * ** K* * ***************** * ** * * * ** * * * * * * * * * ** * * * * *** * * * ** APPLICATION APPROVED ��2lansExaminer Engineer Zoning Chc 12/15/03 SENDER COMPL>TE,TH1S SECTION • Complete items 1, 2, and 3. A d (plate item 4 it Restricted. Delivery • $ Print your name and address on the reverse so that we can return the card to the maNpiece, is Attach this card to the back ot or on the front it space permits. COMPLETE THJS SECTION ON OCLNCitY D. is del if YE item 14 p Yes e1ow: 0 No 1. oS� $� ' tex:D> ve ts("go F 33ti3! "W A Al 3. Service Type ❑ Certified Mali 0 Registered 0 insured Mail p Yes 4. Restricted Delivery? (Extra Fee) 0 Express Mail 0 Return Receipt for Merchandise 0 C.O.D. 2. Article Number (Transfer from service label) Wald At ern ia1 2001 Domestic Return Receipt 102395.01•M- infornnation sit.ou ttrebs(e at wwitr asps -ion r9 nJ ru O N Postage Certified Fee Rehm Reclept Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Tbtai Postage & Fees $0.37 12.30 $1.75 , $0.00 $ $4.42 0118 06 Postmark Here 06/23/2004 Sent To tiSffeeP, ApG 7Vo. /�..a 'a .. >__..�. or PO Box No. City, Stale, Z(Pf4 Total: Paid by: Visa Account # Exp. XXXXXXXXXXXX1723 08/06 Approval #: 309623 Transaction #: 267 23 903520633 8111#: 1000200899077 Clerk: 06 $4.42 $4.42 — All sales final on stamps and postage. Refunds for guaranteed services only. Thank you for your business. Customer Copy Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/12/2004 Electrical Permit Permit Number: EL2004 -88 Applicant: STEVEN SHULMAN Owner: SHULMAN STEVEN JOB ADDRESS: 471 NE 101 ST Contractor METRO ELECTRIC SERVICE INC Contractor's Address: 15050 NE 20 AVE Local Phone: 305 - 945 -1991 Parcel # 1132060170680 Page 1 of 1 Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 22 & E1/2 LOT 21 & W1/4 OF LOT 23 BLK 91 Fees: Description Amount FEE2004 -3796 Building Fee $164.50 FEE2004 -3797 CCF $3.00 FEE2004 -3798 Training and Education Fee $1.00 FEE2004 -3799 Technology Fee $4.11 Total Fees: $172.61 Total Fees: $172.61 Total Receipts:- eceipts VAO -a lovto Permit Status: APPROVED Permit Expiration: 9/19/2004 Construction Value: $4,700.00 Work: RELOCATE POWER IN METER BOX REPLACE POWER OUTLET IN SWITCHES IN GFI OUTLET Signed: (INSPECTOR) it P4,0 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 04, 2009 Inspector: Perez, JanPierre Owner: SHULMAN, STEVEN Job Address: 471 NE 101 Street Miami Shores, FL 33138 -2448 JtJNO9 Project: <NONE> Contractor: BLUE BREEZE AIR CONDITIONING Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060170680 Phone: 305 -865 -1220 Building Department Comments June 04, 2009 Page 1 of 1 2-P L 11 L/4rn Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 115257. seal flexes, seal plemun on the inside, seal inside grilles jpp r+ ' I� �. a c r.V 6 ikM. .01c ` lW Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 04, 2009 Page 1 of 1 Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753-1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Date: 6/3/04 Job # 9095 Master # Customer: RICHARD BUELL Architect / Engineer of Record Address or ADDITION Name: Lot/Block 471 NE 101 ST Address: Section or Subdivision: City or County: MIAMI SPRINGS DADE CO. Lic. #: Building Code: Florida Building Code, 2001 Chapter 2319.17 -2 Loads in P.S.F. (Unless Otherwise Noted): ROOF FLOOR Top Chord Live 30 40 Top Chord Dead 15 10 Bottom Chord Live 0 0 Bottom Chord Dead 10 5 TOTAL 55 55 Duration Factor 1.33 1.00 Wind Speed 140 MPH Computer Program Used ALPINE 7.01 This package includes a Truss Index Sheet and 1 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any building is the respo9T'tyP'ibuilding designer. Ma E., Inc. License a}:4 . t41 & 19554 { "4 0 3 2004 Bearing Information Atlantic Truss Company 850 NW 61st Street Fort Lauderdale, Florida 33309 Phone: (954) 491 -3310 Fax: (954) 941 -8237 Layout #: 9095 Plan #: Date: 06/03/2004 Job Info: ADDITION @ 471 NE 101 ST MIAMI SHORES Builder: RICHARD BUELL Salesman: WALK IN Profile Qty. Plys Span Desc. Seq.# Bra# Reaction Uplift 1 3 1 13'4• T1 1. 26627 2. 743.63 435.00 743.63 435.00 PAGE 1 C';,. This .sa�mu!ru h �w:a r?viev,Cr; `or with this the cr;ct[racL d i ur,t.:r u, _i' 4u r urie ....'rds. 3'QhP`l:'e f Beth$ retis_lt+ IY'S1731■2st.,i a t „s'ce Con tons hl: drd i{c'luiito lot: tnt..:,pC., ..::S:L ° 4,A S•.3 ^) 850 NW 61st ST. FT. LAUDERDALE, FL 33309 Pfi# (954) 491 -3310 Fax# (54) 491 -8237 DATE: 6/3/04 JOB NO: 9095 MASTER NO: DESIGNER: D.ARANGUA ENGINEERING PACKAGE BUILDING DEPT. (SEALED) OFFICE (UNSEALED) JOBSITE (UNSEALED) HANGERS A LUS 26 B HUS 26 C HHUS 26 -2 D HUS 28 E HUS 48 F HHUS 28 -2 G HGUS 28 -3 H SUR/L 26 RIGHT LEFT 1 HSUR/L 26 -2 RIGHT LEFT J THASR/L 218 RIGHT LEFT K HSUR/L 414 RIGHT LEFT L HGUS 26 -2 M THJA 26 NO HANGER CONTRACTOR: RICHARD BUELL MODEL: ADITTION ELEVATION: LOT /BLOCK: 471 NE 101 ST SUBDIVISION: CITY /COUNTY: MIAMI SHORES MIAMI JOB # 9095 CONTRACTOR RICHARD BUELL MODEL ADITTION ELEVATION LOT /BLOCK 471 NE 101 ST SUBDIVISION CITY /COUNTY MIAMI SHORES MIAMI ENGINEERING DETAIL INDEX El 11' -0" CORNER SET 7' -0" CORNER SET 5' -0" CORNER SET STANDARD ROOF VALLEY DETAIL PIGGYBACK CONNECTION DETAIL STANDARD FALSE BOTTOM DETAIL STANDARD GABLE END DETAIL DROPPED GABLE END DETAIL STANDARD LATERAL WEB BRACING "-"'---This safety alert symbol is used to attract your ®attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiiortothe project Arch ftect's OT Engineer's design spec cation for handling, installing and bracingwoodtrussesfor a particular roof orioor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER:: A: DANGER 'designates a condition Awhere failure to fellow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in 0` severe personal _iniJury.:or.damage 10 structures. TRUSS PLATE. INSTITUTE 583 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel Wine wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Ail temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses' should=: not. be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 WARNING: ' Do not attach cables, chains,or hooks to the web members. 60° or Mss Tag Line i r Approximately 1/2 truss length 60° or less Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar ■■ om on Toe In Approximately Yz to 35 truss len! h Toe In Spreader Bar Toe In Less than or equal to 60' Tag Line WARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Toe In Approximately Y2 to 3/3truss len. h Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid - height Tag Line AIL 10' O.' EN MN'S Approximately Y3 to'h truss length Strongback/ SpreaderBar Greater than 60' 10' 10' Approximately Y3to Y truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of ®trusses with similar configurations. Consult a registered professional engineer It a different. bracing arrangement is desired. The engineer may design. bracing in accordance with Tel's : Recommended Design Specification fortTemp.�orary.Bracing of Meta/ Plate Connecte l,.wood . _ Trusses, DSB-89, and in some cases determineithat'a wider spacing is posssible. - 'ERV( Frame 2 12 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP Chi LATERAL SPACING 8' 6' 5' • TOP'CHORD DIAGONAL'BRACE 20 10 6 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem Fir All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should benailed to the underside of the top chord when purling are attached to the topside of the top chord. SPFMF' 15 7 4 SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could resultln. severe personal injury or damage to trusses or buildings. )F - Douglas Fir -Larch iF - Hem -Fir Continuous Top Chord Lateral Brace Required 10' or Greater SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces tapped at feast 2 trusses. 12 5 I-- Attachment Required —J 1.4. I Frame 3 Topchorda that we laterally braced can buckle togetherand cam collapse inheretano dingo- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when matins are attached to the topside of the top chord. ItiVilU lilhil r #y 4 h fi' . YE' TO #G a .. r Y. i iALLd JAYS o , E ! '4i p [rR lHi' 'i1#"S4 SPAN r i' x- -. i I 9 1 1 5 k (i EREN t !' a Y tt U ! u i P C i s ff. € !t�`M. Atrus f! !A } .... ��u ° F i i�„.e 5e.. .; ;ISO 1 w S DFIrr'RIiSPF/H q '} ..� . l..,.. .. , . .'L �,.. Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer )F - Douglas Fir -Larch iF - Hem -Fir Continuous Top Chord Lateral Brace Required 10' or Greater SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces tapped at feast 2 trusses. 12 5 I-- Attachment Required —J 1.4. I Frame 3 Topchorda that we laterally braced can buckle togetherand cam collapse inheretano dingo- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when matins are attached to the topside of the top chord. "SP /DFro Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 15' 15' 15' 20 10 6 15 See a registered professional engineer 7 4 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir lottom chord diagonal bracing repeated t each end of the building and at same pacing as top chord diagonal bracing. SPF - Spruce-Pine -Fir All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' intervals. Permanent continuous lateral bracing as specified by the truss• engineering. m0 Frame 4 '''-DAN . .. .. MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP{DF SPFIHF °p to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer JF - Douglas Fir -Larch SP - Southern Pine IF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cauae collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pwlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required g or greater ater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be dup both ends of the truss system. WARNING: Failure to follow these recommendations couldresult in -, :- mkso... .i:.:n r: -... ... .. a. :. -_. ...... ..:. ..... . ..: -.,.: <:. �.. .:.........< ._y -�::� ...o.+.'.: `fis <: #rg -s< �e:..'c•s_,SS<i -. severe personal injury or damage to trusses or buildings. at ; ly Top chords that are laterally braced can buckle together and cause collapse inhere iano diago- nal bracing Diagonal bracing should be nailed to the underside of the top chord when purlirra are attached to the topside of the top chord. 1y. 1y Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required —r 30'(DBs) End diagonals are stability and must be dup both ends of the truss system. Frame 5 >G 3'/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. sn4N 1 . irp,;,t; 24' Over 24' - 42' Over 42' - 54' Over 54' MIIMUM 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LB) 8' 7' 6' TOP CHORD DIAGONAL BRACE SPACING (DBs) f# trusses] SP/DF 17 10 6 See a registered professional engineer )F- Douglas Fir-Larch IF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir SPF/HF 12 6 4 12 —13 or greater All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle getherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pudica are attached to the topside of the top chord. rONOTRUSS 1 10' or Greater Attachment Required PLUMB Truss Depth D(in) laxlmum llsplacement 411i, OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 10:41:10v,r4eirIM-30-ibrafa4i) D(in) :' -...15/56' :1 :D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4° 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D/50 or 2" Plumb " Li ne 1 T ±1/4" Length L(In) BOW ................ ::* ....... ................ ..................................... ................... •• • • • ...... ............. L(In) t Lesser of 1/200 or 2" •••• ........................... • •• • ....... r.,:,,, y .19260910,feite 50" 1/4" 4.2' 100* 1/2" 8.3' 150* 3/4" 12.5' L(In) .... ........ ........... ....... t Lesser of I./200 or 2" It • :# ...i?..1.1fir..4.: 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. • Frame 6 ST4NDA AfiERAl. WEB BiAGINe TRUSSES o 24" O.G. END OF BRACING MEMBER SHALL BE CONNECTED TO A FIXED RIGID POINT OR X- BRACED AS NOTED ON THIS DETAIL. TRUSSES a^ 24" O.C. 1x4 OR 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -I2d NAILS PER WEB FOR FORCES UP TO 4600 Ibs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 '3 OR BETTER. NAILING PATTERN T -BRACE SIZE NAIL SIZE NAIL SPACING Ix4 I0d 8" 0.C. 2x4 16d 8" O.C. NOTE : NAIL ALONG ENTIRE LENGTH OF T -BRACE (EACH PLY) T -BRACE SAME GRADE AS WEB. NOTE : BRACE MUST BE 90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. T -BRACE SIZE OF PLYS 2 ROWS OF BRACING WEB SIZE 2 2 2x4 2x4 2x4 2x4 2x4 2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE ENGINEERING DWG.S TPI -95 GRIT. ASCE I -98 / FBC200I STR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" QC. �`' . p,. SHA I'�,'. ■•0 NO. '19554 : '- STATE OF lag -1eRtip... i coy J • 3 -I6d TOE -NAILS + 2 -16d TOE -NAILS •• 4 -16d TOE -NAILS ** I II II I li " I- T IP 3 � `5' � 9' END JACKS 4 COMMON JACKS CORNER JACK END JACKS TYPICAL d) v U Z 0 L O ;-0), 2' "04 2' -0° J, 2' "0 "�, PARTIAL PLACEMENT PLAN CORNER JACK NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING DRWG.'S 45° DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS SIMPSON MTNM HANGER MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE B.C. ENGINEERING DWG.S WEBS • TPI -95 CRIT. ASCEI -98 / FBC2001 SIR INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. 000111111i /foil/ .ti Q�11F %C' ' V�, �G VA VP S NO.19554 V. STATE OF I irk: '',,,� <cSO01110. C.\ ** % 0" CDR\ s + 4 -10d NAILS OR 3 -16d NAILS • 4 -8d NAILS OR 3 -16d NAILS •; 2 -Sd NAILS OR 2-16,c1 NAILS *11 r 5'I T END JACKS 4 COMMON JACKS CORNER JACK END JACKS TYPICAL 7 ;-0),21-042I-6,421-042.-0142`-04 PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE FACE WITH I2d NAILS 4" O.C. + ALT. END VERTICAL USE SAME CONNECTION TO HIP CARRIER CORNER JACK 45° DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CNORDS 4 -I6d NAILS NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING SHEETS. I" WIDE STRAP W /4 -I6d NAILS IN EACH END, NAILED TO CORNER JACK 4 SUPPORTING TRUSS. (TYPICAL FOR TOP 4 BOTTOM CHORDS) ALT. CONNECTION MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE WEBS ENGINEERING DWG.S TPI -95 GRIT. ASCE1 -98 / F1E5C2001 STR INC. : 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM . 0 10 SPACING = 24" 0.C. { { { {liiiitttt000/// i4°00 Q,11F /C1 OG NO.19554 ill:\ STATE OF '1t /,/ QED °` ��� S1=�' CORM T ► 4 -Sd NAILS OR 3 -16d NAILS ►► 2 -Sd NAILS OR 2 -16d NAILS CORNER JACK END JACK TYPICAL 1 111 I' I 3' 5' I END JACKS 4 COMMON JACKS PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE FACE WITH I2d NAILS 4" O.C. 1 -0 -14 CORNER JACK 45'� DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS 4 -Sd NAILS NOTE : THIS DESIGN WAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE BG' ENGINEERING DWG.S WEBS TPI -95 GRIT. ASCE1 -98 / FBC200I &TR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.G. ``111tl1IHp1/4i `S A. Syq �•,,� cot ..;?.1 I FIC:;;;::5.:0:s, :.y a NO. 19554 STATE OF y _ r �`% RiO : �� `1 '' / • P:1403.. \44 ``�� / n1811100- IL. I% ,/,/ 5'-0" COM. JACKS r i r r j Ji-0}i 2'-0. 2'-0" Y 2' -o" 1,2''0" 2'•0° t PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE FACE WITH I2d NAILS 4" O.C. 1 -0 -14 CORNER JACK 45'� DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS 4 -Sd NAILS NOTE : THIS DESIGN WAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE BG' ENGINEERING DWG.S WEBS TPI -95 GRIT. ASCE1 -98 / FBC200I &TR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.G. ``111tl1IHp1/4i `S A. Syq �•,,� cot ..;?.1 I FIC:;;;::5.:0:s, :.y a NO. 19554 STATE OF y _ r �`% RiO : �� `1 '' / • P:1403.. \44 ``�� / n1811100- STANDA '<D A LE END DETAIL • DIAGONAL OR L- BRACING REFER TO TABLE BELOW 5/8" PLYWOOD SHEATHING TRUSSES e 24" O.G. ii1fliii 2x4 LATERAL BRACING AS REQUIRED. , END WALL FURRING STRIP OR LATH CONTINUOUS BEARING SPAN TO MATCH COMMON TRUSS f TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W /8d NAILS, 8" O.C. LATERAL BRACING NAILING SCHEDULE VERTICAL HEIGHT " NAIL AT EACH END VERTICAL STUD — J / UP TO 1' 0 " 2 - 16d l -0 - 8 -6 „ 3 16d SECTION A -A OVER 5' -6” 4 - I6d MAXIMUM VERTICAL STUD NEIGI -4T. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5 -1 -2 14 -3 -12 10 -4 -14 16' INCH O.C. 5 -1 -0 12 -4 -12 • 9 -5 -8 24 INCH O.C. 4 -5 -4 10 -1 -1 8 -0 -3 1 vERT. HAD BEEN CHECKED FOR 140 MPH WIND LOAD. MEAN WALL HEIGHT OF 15 FT. AND L/240 DEFL. GRIT. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMOPRARY AND PERMANENT BRACING OF ROOF SYSTEM FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. ``�0011l111Irlts,, ��� &\S A. Sick ,i�� �. Q' TiF/ • Sy ! ► �;•C)� �m G - NO. 14 ,� STATE OF :: Q ;O� ',�cS'�;'•. 4�IO,p =• `��li�� ��rrrrrrtrrrnlru����� QED EN `"o MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE B.G.. ENGINEERING DWG.S WEBS TPI -95 GRIT. ASCE1 -98 F6C2001 STR- INC.: 33% REP. STRESS : NO LOADING l PSF) TOP 30 15 BOTTOM 0 10 SPACING = 24" O.G. G�nnpart , 'j'i' A {Za'' DROP( -'ED G,45LE AND DETAIL WIND SPEED 140 MPH, MEAN ROOF 14EIGI -IT OF UP TO 25' -0° Ail • 33 PSF, 51-IAPE FACTOR • LI, TOTAL WIND LOAD • 36.3 PSF, L/360 DEFELECTION CRITERIA) • REFER TO TABLE FOR MAX. STUD LENGTH 2x4 OUTLOOKERS SEE DETAIL BELOW. MAXIMUM VERTICAL STUD WEIGHT. STUD SPACING MVO BRACE 2x4 L -BRACE (2) 7x4 L -BRACE (2) 2x6 L -BRACE 16° O.C. 3' -5° 6' -5° 8' -0" 12' -0" 24° O.C. 3' -0" 5' -8" T -0" 10' -6° STUC MARKING NONE A B 6 2x4 BLOCK TOE NAILED W/ ad NAILS AT 6" O.C. CONTINUOUS BEARING NOTE t LATERAL STABILITY OF THE BEARING WALL 15 THE RE- SPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT. SPAN TO MATCH COMMON TRUSS 2' -6° 5/B' PLYWOOD SHEATHING NAILED TO GABLE END TRUSS t 4x4 BLOCKING UV8d NAILS • 3" OC. AND TWO ADJACENT TRUSSES • 6" O.C. 2x4 NO.2ND 18 SYP OUTLOOKER HURR CLIP AT BOTH FACES. 2x4 BLOCKING NAILED 1102 -8d NAILS EACH END NAIL BOTTOM CHORD TO LEDGER W/Sd NAILS AT D' OTC. 2x6 LEDGER BOLTED TO TIE BEAM 1W 1/2' DIA. BOLTS AT 48' O.C. TIE BEAM MAX TYPICAL L -BRACE NAILED TO vERT. W /Sd NAILS AT 3" O.G. 4x2 L -BRACE MAY BE ONLY BLOCKING ON ONE SIDE OF VERT.'S (SEE TABLE ABOVE) SECTION A -A VERTICAL STUD 5/8° PLYWOOD 5NEATHING NAILED TO GABLE END TRUSS t 1.4 BLOCKING WSd NAILS • 3"0.C. AND Tc. 2)441 HORIZONTAL BLAB NAILED ADJACENT MISSES 6` OG 1W7 -Sd NAILS AT EACH 2x4 1,104ND IS SYP OUTLOOKER INTERSECTING MEMBER HURR CLIP AT BOTH FACES L -BRACE NAILED TO PERT. STUD W/8d NAILS • 3" OTC. NAIL BOTTOM CHORD TO LEDGER W/Bd NAILS AT 12' OL. 2x6 LEDGER BOLTED TO 1x3 FURRING STRIP TIE BEAM W/ 1/l° DFA. 0.0. FURR CHAI'2 EL BOLTS AT 48' O 2.8d NAILS TO FURRING STRIP. Ix4 LEDGER NAILED TO TIE BEAM W/ CUT NAILS AT 6° O.C. X- BRACING DETAIL. X -BRACE REQ'D AT 5.-0" O.C. MAX. ALONG GABLE END TIE BEAM 4,2 BLOCKING THROUGH 2 TR'S Ix3 FURRING STRIP OR FURR CHANNEL 2 -8d NAILS TO FURRING STRIP. 1x4 LEDGER NAILED TO TIE BEAM tut CUT NAILS AT 4° 0.G L- BRACING DETAIL. (SEE TABLE ABOVE X- BRACING IS SNOUN BY DOTTTED LINE. 1 THIS DRAWING I5 FOR STD. DROPPED GABLE END DETAIL AND 'BRACING ONLY, tUHIC14 REQUIRES APPROVAL FROM BUILDING ENGINEER OR ARCHITECT. 7. FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 3. TRUSSES ADJACENT TO GABLE END MUST NAVE FLAT BOTOM CHORD. 4. USE NO. 2 ND 19 SYP OR BETTER LUMBER FOR ALL FLAT BOTTOM CHORDS. FOR PLATES, REACTIONS, UPLIFTS, AND ALL OTHER INFORMATION NOT SHOWN HERE REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE CBS ENGINEERING DU) .3 TPI -95 CRIT. ASCEI -98 / FBC200I STR INC.: 33% REF? STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. a ' 4 QQ: �itF /6. O >• G NO. 19554 ...;41.7..! STATE OF : o •���i�;,'2� COQ=; � z *.,'RED ES ‘�`• ►►�nrrrn►��� STADA OOT VALL D TAIL SUPPORTING TRUSSES VALLEY TRUSSES VALLEY AREA PARTIAL PLACEMENT PLAN SUPPORTING TRUSS SEE NOTE (a) STRAP e 48" O.G. SEE NOTE (c) SUPPORTING TRUSSES 6 24' O.G. MAX. NOTES : (a) PROVIDE CONTINUOUS BRACING ON VERTICALS OVER 6' -3 ". CONNECT BRACING TO vETICALS W/2 -13d NAILS AND BRACING MUST BE TIED TO A FIXED POINT AT EACH END. (b) MAX. SPACING FOR VERTICAL STUDS = 8' -0" ON TRUSSES WITH SPANS OVER 24' -0" THE VERTICAL SHOULD BE SPACED AT 6' -0" O.C. MAX. Cc) CONN. FOR WIND UPLIFT W/MIN. I V4 ", 16 GAUGE TWIST 5TRAP ' 4' -0" INTERVALS W /4 -10d NAILS EACH SIDE OF STRAP. MAX. 140 MPH WIND SPEED, 20' -0" MAX WALL HEIGHT. VALLEY TRUSSES a 24" O.G. MAX. II 6u WEDGE NAILED TO TRUSS W/2 -8d TOE NAILS OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. NOTE : PLYWOOD SHEATHING MAY BE EXTENDED BELOW VALLEY TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW. MINIMUM GRAPE OF LUMBER T.C. REFER TO SEPARATE WBEB5 ENGINEERING DWG.S TPI -95 GRIT. ASCE1-98 / FBC200I STR INC.: 33% REP. STRESS : NO I LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. G ```` 1•AN1c SHirri/01, eq ',. 4? CIF /6 -%No' NO.19554 s __ 11.13% STATE OF 6>‘ .53:119.101411S. 4u. n »,% ►t IGGYBAC< CONNECTION DEiAfl TI-115 DESIGN 15 NOT REQUIRED TO LINE UP WITH TRUSS BELOW. CODE APPROvED STRAP. OFFSET SEE CHART BELOW 1a 11 2x4 PURLINS AT 24" O.G. PIGGYBACK TRUSS STRUGTURAL TRUSS BELOW 1st PURL IN OFFSET CHART PITCH 3 4 5 6 1 8 OFFSET 1 -9 -1 1 -4 -5 1 -1 -5 0 -11 -5 0 -9 -15 0 -8 -15 PITCH 3.5 4.5 5.5 6,5 1.5 8.5 OFFSET I -6 -8 1 -2 -10 1 -0 -3 0 -10 -10 0 -9 -1 0 -8 -9 TI-15 DESIGN MUST LINE UP WITH TRUSS BELOW 8 "x8 "x5/8" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WITH 8 -8d NAIL PIGGYBACK TRUSS 2x4 PURLINS AT 24" O.G. STRUCTURAL TRUSS BELOW ELEVATED DESIGN FLUSI 1 DESIGN 1 TRUSS ERECTOR 15 RESPONSIBLE FOR FURNISHING 4 INSTALLING BRACE MATERIAL. 2 BUILDER MUST PROVIDE TOP CHORD PURLINS AT 24" OC. TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK 4 SUPPORTING TRUSS. 3 TI -1=15 DESIGN 15 VALID FOR WIND SPEEDS UP TO 140 NPR A 51-1APE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30' -0" 4 THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, 4 PLATING INFORMATION 5 ATTACH PURLINS TO STRUCTURAL TRUSS WITH 2 -16d NAILS AT EACH INTERSECTION. BRACE VERTICALS LONGER THAN 48" WITH 1x4's AT HALF POINTS CONNECTED WITH 2 -10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. 6 THIS DESIGN 51-10WS ONLY REQUIRED BRACING FOR INDIVIDUAL PIGGYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "1-1I15-91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. + I" WIDE 22 GAUGE STRAP 6 48" O.C. BY BUILDER LENGTH AS REQUIRED. ATTACH 11J/10 -10d NAILS. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE WEBS ENGINEERING DUJCs.5 TPI -95 GRIT. ASCE1-98 / FBC2001 5TR INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" 0.C. 01,001.111 Int s -O : NO.19554 STATE OF I cr.' •.,o RED ECG,.. �twinsIlllltl' STANDARD FALSE SOTTO" I BOTTQM DETAIL CONSULT TRUSS ENGINEERING FOR SHAPE, LUMBER, PLATE SIZES, AND ALL OTHER INFORMATION NOT SHOWN ON THIS DRAWING. END BEARING WITHOUT CANTILEVER. 4' -0" MAX. I' -4" MAX. 6' -0" MAX. CANTILEVER LENGTH NOT TO EXCEED 6' -0" WITHOUT SPECIAL CONSIDERATION, BRACE BOTTOM CHORD AT MAXIMUM 24" 0.C. IN CANTILEVER SECTION. EXTENSION CAN BE USED FOR PLANT SHELF. (MAX. 10 PSF) 2x4 CONTINUOUS LATRAL BRACE AT 48" OC. ATTACH W/2 -12d NAILS 11 11' -4" MAX. (l 1.1 APPLY A 2x4 "2 VERTICAL TO ONE FACE OF TRUSS. ATTACH W /4 -10d NAILS TOP 4 BOTTOM. FILLER CHORD STUB DETAIL MINIMUM GRADE OF LUMBER T.G. REFER TO SEPARATE B•C• ENGINEERING ILL .& WEBS TPI -95 CRIT. ASCE1-98 / FBC200I STR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. con% n Q`Sp.Sf/,gs ',�. 00:11111111 • rot 41FCI. :yU $ NO.19554 �. STATE OF i Q 'I 04-0 SIMPSON Stn. ze tualzmn Truss Hangers (Poge LUS 5) HUS (Pogo 2 of 5) HHUS (Pogo 1 of 5) HGUS (Pogo 3 of 5) HGUO (Pogo 3 of 5) GENERAL NOTES 1_ IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM -D176. 8) PER SECTION 1707.3.13 OF THE CODE, THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT WITH RESPECT TO THE HEADER EOUALS Jfi" DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM— D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF 060. 3. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. MODEL NO MATERIAL i t is s 1 ..'1► t:; �� �7� LUS 18 . o if., lam'. ice:,t SUL /R (Pon• 4 of 5) HSUL /R (Pogo 4 W 5) THASL /R (Pogo 4 of 5) THA (Pogo 3 of 5) GENERAL NOTES 1_ IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM -D176. 8) PER SECTION 1707.3.13 OF THE CODE, THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT WITH RESPECT TO THE HEADER EOUALS Jfi" DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM— D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF 060. 3. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. MODEL NO MATERIAL . STM SPEC F'y Fu LUS 18 . o A+65.S 28 38 HUS .4 go a65.3CS 28 38 HHUS 14 . o ,4653CS 28 NH 28 38 KJ 1 9a A653S5 c+o HGUQ 12 + o 14653SS Gr40 16 go o IIMI AST. ' 14 2$ MAI 16 go M:33ss Gr4c p 422 THA 141.1&,14 go AeS3I-s 28 38 Sly1720 CODUCH DR. MCKINNEY, TX 75069 TEL: (800)999 -5099 Owg 1: DC2301 Dote: 6/02 Scale: NTS Dwg bY• DSB Chic by JMG Sheet 1 Cr A LUS BUS MODEL Alit, DIMENSIONS FASTENERS' LLOWABLE LOADS W 8 HEAP'` JOIST UPLIFT DOWN 1 9 16 4-104 2-1 640 0524-4 3 1 8" M IN 4-164 2 -16d 765 LUS26 18 1 9 16 4 3/4 1 3 4 4 -104 4 -104 930 830 L11526-2- U 26 -22 18 3 1 /8" 4 7/8" 2" 4-164 4 -164 1140 1000 L0526 -3 18 4 5 8" 4 1 8" 2" 4 -164 4 -164 1140 1000 Lt/S28 18 1 9/16" 6 5/8" 6 -104 4 -104 930 1055 10528 -2 18 3 1 8" 7" 6 -164 4-16d 1140 1265 10528 -3 18 4 5 8' I 2" 6-164 4 -164 1140 1265 105210 18 1 9 16" iffiguArdifErad 4 -10d 930 1275 LUS2I0 -2 18 3 1/6" 2" 8 -164 6 -16d 1665 1765 L11S210.3 18 4 5 8" 2" 8-164 6 -164 1665 1765 LUS214 -2 18 au 10 15 16 10-164 , -16d 1710 2030 4-16d 4-16d 1140 1000 115310 mom LIJS46 2 916 "� 6 -164 4 -16d 1140 18 117 3" 2" 4 -164 2 -164 - 765 18 Wiliplagni 2" 4 -164 4 -164 1140 11" LUS4 0 18 3 9 16" 8 -164 6 -16d 1765 105414 18 Weil 10 343111 2" 10-16d 6 -16, 1665 2030 1111526 16 IMEIMMOICII 14-164 1215 2565 MT .1111 4M4.0111 1505 1411526 -2 14 3 1 8' 5 3 8" Eno 4-16d 4 -164 1080 8 16 Mall LiiiMila WM"Ej -16d 1800 HUS28- 2 agin gizai 16 2 d - d 1215 2 0 16 1 5/8 30-164 10-16• 1 HUS210 -2 14 3 1 8 "� 8 -164 8 -164 2160 2010 HUS212 -2 R (Ejj,(i 10 3 4 imaimAMITAIX 2700 2510 F111546 4 .3 9 16 5 2 4- • 4 -1 • d 1080 100 11054 14 .3 9/16" 6 15/16' 2' 6-16d 6 -16d 1215 1505 1405410 14 3 9 16" 8 15 16" 2' 8 -164 8 -164 2160 2010 1111S412 14 94QJj7 2" 10-164 10 -16• 2700 2510 NOTES: 1. NAILS MUST BE DRIVEN AT AN ANGLE THROUGH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. ,,•1 yam. i DOUBLE SHEAR NAILING (REFER TO DETAIL A) LUS /HUS INSTALLATION HEADER NAILS (STRAIGHT) HANGER JOIST JOIST NAILS HEADER (ANGLED /DBL SHEAR) pfTAIL A (SEE NOTE 1 BELOW) SIMPSSN STRONG --TIE. INC, 1720 COUCH DR. MCKINNEY. TX 75069 TEL: (80999 -5099 Dwg #: DC2301 Date: 6/02 'Scale: NTS Dwg by. DSB Chk by JAG Sheet or SIMPSON SUS HUUS DOUBLE SHEAR NAtUNG ' -, REFER TO DETAIL A JOIST SHEET DC2301 -2 �- JOIST HHLJS /HCUS INSTALLATION. HGUQ INSTALLATION #-IEX WASHER HEAD FOR EASY DRIVING BUILT -IN REAMER TIP CUTS HOLE FOR INSTALLING WITHOUT `\ PREDRILL1NG ' SDS SCREW SDS SCREW MODEL HO GAUGE - DIMENSIONS FASTENERS ALLOWABLE LOADS W H t3 HEADER JQ►ST UPLIFT(733) Ff.00ROoo HHUS28 -2 14 3 5/16' 6 7/8" 3" 22 -164 8_16dr 2180 4260 Ht1t1546 14 3 5 ;" 5 1/8" 3" 14 -164 6 -164' 1220 2825 1-IGUS26 -2 12 3 7/16" 5 3/Y!' 4" 20-16d 8-164 1435 4065 HGUS26 -3 12 4 15/16" 4 1/2" 4" 20-164 8 -164f 1885 3780 H0U528 -2 12 3 7/16" 7 1/16" 4' 36-164 12 -761 2765 58 0 HG1JS28 -3 12 415/16" 71/8" 4" 38 -164 12 -764' _ 3335 6780 HGU026 -2 12 3 7/16" 5" 4' 12 -3" $OS� 4- 3'50S2 1770 3745 HL UQ26 -3 12 5 718" 5 1/8° 4" 12 -3" 50$r 4-4 11x2 SOST 1770 3985 HGUQ28 -2 12 3 7/16" 7' 4' 20-3" SDS 6- 3"SDS2 2655 6640 HGUQ28 -3 12 5 1/8' 711$' 4" 20-3" S0S� 6=-4 1/2 SDS'2 2655 6640 i. loons must be driven of on angle Wrought the joist or truss into the header to achieve the allowable Weds 2 Refers to 1/+4 SOS screws by Simpson Strong -17e where the length into the header shall be 3" or 4 1/2" such that the length is equal to the overo?l with of the header plies 3. Joists shop be mode of lumber with a SCO.55 or better P 1720 COUCH DR. MCKINNEY, TX 75069 M.:(800)999-5099 Dwg DC2 01 Date: 6/02 Scale: NTS Owg bar. DS® (h1c by Iia . eet or S. SIMPSON SLUR 11,.x, HStUIR/1L , t�� T SRJ11.E H HEADER JOIST SQUARE 2 CUT JOIST THASL /R INSTALLATION PLAN VIEW OF SKEWED HANGEf?S MODEL NO. GAUGE FASTENERS ALLOWABLE LOADS HEADER JOIST UPUFT (J3» FLOOR (100) SUL/R26;' 16 6 -164 6 —lOdXI 1/2 665 865 HSUL/fi26 --2 14 12 -164 4 -1 4X2.1/2 585 1315 THASL/R2182 18 16 -104' 4 -104X1 1/2 — 1250 THASL/R,218 -2' 18 18 -100' 4 —tOdXl 1/2 — 810 1. A minimum of (4)104 Nails must be noiled into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable Toad is based on o minimum of 2' thick header 4. Allowable load is based on o mininum of 2 thick joist S. Joists shall be mode of lumber with a SGiO.55 or better SIMPSON Strong'•lie TA ;•l .It THA29 (2) TOP NAILS PER STRAP 4X2 FLOOR TRUSS 2/4" gers (2) FACE NAILS PER STRAP 4X NAILER REFER TO OBL. SHEAR NAILING DETAIL ON SHEET 2 OF 5 TRUSS HANGER THA INSTALLA T1011t THA (2) TOP NAILS PER STRAP (1) FACE NAIL PER STRAP 1k1 174" THAC422 &422 -2 4X NAILER NOTE: THIS APPLICATION NOT INTENDED FOR THA29 TRUSS HANGER 7I-IA MINIMUM NAILING INSTALLATION - MODEL NO IiM 7INE 1111111721A111111110MIIMER '11111111M0111 IIIIiJ:LY-1F1511io_ i1;aiY�di© A �■IMszr+��WIKO NI 1111Mottall 1111122-NZR 7�IIL. IIFT-arei MINIMUM JOIST 812E MINIMUM IIIIMIL1111 MI JO Iffkitgall ft �MI NAILING t8 IEI![�>v3i[1rJ;?' man 16 DIMENSIONS H - TIP FLANGE Eu'i"i!MIMI GNI Waal l .WAN l 'dn tt■ !3 TI : MItis C SEE W.'aL.III:.EMPLII ELIE CI :t�1 _ �T_1i4J TOP FACE NOTES 1 & MET ECIP 14-- =PM MIA. ram PSI JOIST NAILS E 2 BELOW - OdXT VINE= ''' 3iONC= 5 -1:. 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FOR THE THA29. THE WN Mt N NAR.B40 SCHEDULE REWIRES THAT THE NAILS USED FOR THE JOIST ATTACHMENT NUST BE DRIVEN AT AN AHGLf 50 THAT TIDE MAILS PENETRATE THROUGH inc CORNER OF THE JOISt UITO THE HEADER. AND PM THE STRAP ma BE ftELO-FOFP4E0 OYER THE HEADER A Ned OF 2 i//2� A L4NBuuM 0? (4) TOP AND (4 FACE MISS 141$1 DE USED. 2. FOR ALT. 1400£45 EXCEPT Tt/E.THa29. 7HE moral N UIC NAY eE FOLLOWED *MILRE 0OUBLE SHEAR NARR4O 42 1401 POSSIOt . PRO*RD5D THE STRAP IS FIELD-))F0 1ED DYER At1 TOP OF THE HEADER A MBNLIVN OF 1 1%1' FOR THE /HAW AND Tfo14T3 AND 2 FOR ALL 3. OWNS. ANI) A towing A duAS LtUST 05 AAP2*JRD JIi,ODRD)! TO THE TABLE. 7HE NAILS USED FOR THE JOIST ATTACHNO4T W5T 8E DRIVEN . .1 AN ANGLE SD THAT rite NABS POW RATE DIROUC'4 THE CORNER OF IHJF JOIST INTO THE HEADER. SIMP O !CH OR. MCKINNEY. TX 75069 TEL: (800)99999 --5099 Dwg #: DC2301 Dote: 6/02 Scale: NTS Dwg by. DSB.[ Chk b$ iuc Sheet I or :t. • „' Customer Service / Technical Assistance San Francisco Office Minneapolis Corporate Office Tampa Office Lumber 1 -800- 227 -0470 1 -800- 328 -5934 1 -800 -443 -6442 Connectors'- A GIBRALTAR COMPANY Typical HSU40 installation HSU40 High Uplift Girder Truss Hangers — HSU & HSUS series The HSU and HSUS series girder -to- girder hangers feature high uplift capacities along with high gravity load ratings. The HSU utilizes bolting ' through the vertical member of the supported truss, which spreads the load more effectively throughout the multiple truss members. The HSUS is a low profile version, which utilizes USP's WS3 Wood Screw, (shown on page 8). Materials: See chart Finish: USP.Primer Codes: ICBO, SBCCI, BOCA — NER 532 Dade County, FL 98- 0717.03 & 98- 1216.07 Installation: • Use all specified fasteners. See General Notes, page 4. • W53 wood screws are included with hangers where specified. HSU100 51/2” HSUS4016 HSUS 10016 MUS4016 7 3-1/4 16 6 (22) WS3 (18)WS3 8165 HSUS8016 7 4-718 16 5 (24)WS3 9410 10820 HSUS10016 7 7 16 5 (28)WS3 (24)WS3 0410 10820 11760 11760 11760 10200 11760. 1) Uplift loads have been increased 33-1 /3%or60% for wind or seismic loads ;nofurter8Kxeasesha8bepemi8ed. 2) Bolts dram conform to ASTM A307 or better. 3) HSU series 3/4' nimbi bobs and HSUSWS3 wood saews require a minimum 3" wood penetration. 4) HSU and HSUS series require minimal) 2k vertical member; accept HSU100 and HSUS10016 require a miniinwn2x 8 verbal member. 6) WS3 wood screws are 114"x 3' tong and are iriuded with the HSUS bangers- Job:(90951 RICHARD BUELL - ADDITION 0 471 NE 101 ST / Tl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 OeFleotian meets L/360 live and L/240 total load. 1• 6'8" 146 mph wind, 9.73 Ft mean hgtt RSCE 7-98, CLOSED bldgt Located anywhere In roar, CAT II, EXP C, wind TC OL -5.0 peF, wind BC DL •5.o par. 6'8" Rv ®744# U=435# W-8" LEEFTaJIG1- 7'1 "6 TA PLT. TYIPP. -WAVE Phorwr (954) 491-3310 fc(954)491-0237 1.5X3 13'4" TPI2002 (STO) Ca /RT -1.00 (1.257 /10 ( m OTY= 3 TOTAL.. 3 4 o r t r S s �s �s�, VP NO.19554 i o�. STATE OF .* 1 *:;:'%%."*.!NP AN**WARNING.* ING. REFER TOOHIB 81x(HHANDLING INSTFABRICATING, RAACING), PUSHIPPING, LH YITPI CTRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, VI. 53718) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HRVE A PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT., FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNOLING, SHIPPING INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS '(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND EXXCCEEPPT ASONOOTTE ASSOCIATION) CONNECTORS TO EACH OF TRUSS R O URN ESSROTTHHERWISE LOCATED OESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SERL ON THIS DRRAWING INDICATES RCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IR THE REMIWITR1Y TTY OF EvF MITI fTNa nFRTTSNFR. PFR RNRT/TPT 1 -IRRC RFCTT::N 9 MORRIS A. SHR UR P.E. 1808 N.V. 1 AVENUE CORAL SPRINGS FL. 33071 (854) 753 -1888 FL. REG, 818554 6 885251 Rvffi744# U ®435# W ®8" JUN 0 3 2004 REV. 7.01.0421. 11TSERLE m0. 57 O m 26 TC LL TC OL BC OL BC LL TOT.LO. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 06 -03 -2004 DRWG DESNR DA 0/A LEN. 130400 OUR.FAC. 1.33 SPACING 24.0" TYPE oomn U.S. STRZiCTURES, INC ENGYNEEPS 1 . • • • to#0/