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HomeMy WebLinkAboutBLDG1306-0090-EngineeringBroward County Board of Rules and Appeals One North University Drive, 3500-B Fort Lauderdale, Florida 33324 Effective: March 15, 2012 Telephone: 954.765.4500 Facsimile: 954.765.4504 FORM FOR "SPECIAL BUILDING INSPECTOR" SECTION 110.10 — BROWARD COUNTY ADMINISTRATIVE CODE AND THE 2010 FLORIDA BUILDING CODE NOTICE TO PROPERTY OWNER: You are hereby directed in accordance with Section 110.10.1 of the Broward County Administrative Code and the Florida Building Code to retain a Special Structural Inspector (A Florida Registered Architec: or Licensed Engineer) to perform the following mandatory or discretionary inspections, as outlined in Sections 110.10, 1822, 2122.2.4, 2218.2, R4407.5.4, 2223.1 1.1 , 1927.12.1, 1927.12.2, R4405.9.12.1, R4405.9.12.2, R4408.5.2 & R4408.10.11 of the Floriia Building Code and submit progress reports, inspections reports, and a Certificate of Compliance to the Building Official as per Sections 110.10.6 and 110.10.7 of the Florida Building Code. Note: The Building Official determines which discretionary inspections are to be delegated. DATE: March 11. 2913 IDENTIFICATION, CONTROL OR BUILDING 'ERMIT # PROJECT NAME: Parkland Golf and Country Club — Lot 30E JOB ADDRESS 10320 Cameilla Street. Parkland ZIP 33076 LEGAL DESCRIPTION: FOLIO # A. MANDATORY INSPECTIONS TYPE BY CODE: 1) Precast Concrete Units — Section 1927.12.1, R4405.9.12.1, 110.10.2.1 Yes ❑ No Egj 2) Precast Concrete Units — Section 1927.12.2, R4405.9.12.2, 110.10.2.1 Yes 0 No 3) Reinforced Unit Masonry — Section 2122.2.4, R4407.5.4, 110.10.2.2 (per ACI 530.1 -05 -Level B Quality Assurance)* 'unless noted otherwise on plan _Yes ❑ No LE 4) Connections — Section 2218.2, 110.10.2.3 Yes ❑No 5) Metal System Buildings — Section 2223.1 1.1, 110.10.2.4, R4408.10.1 1 Yes ❑ No B. DISCRETIONARY INSPECTION TYPE BY BUILDING OFFICIAL: 1) Building Structures or part thereof of Unusual Size, Height, Design or Method of Construction and Critical Structural Connections — Section 110.10.1.1 Yes ❑ No 2) Windows, Glass Doors and Curtain Walls on buildings over two (2) stories — Section 110.10.1.1 Yes ❑ No 3) Pile Driving Only — Sections 1822, R4404.13, 110.10.1.1 Yes 0 No 4) Precast Concrete Units — Section 1822, R4405.9.12, 110.10.2.1 Yes 0 No IZ 5) Reinforced Unit masonry — Sections 2122.2.4, R4407.5.4, 110.10.2.2 Yes ® No 0 6) Other Yes 0 No IZI C. MANDATORY DOCUMENTATION 1) Inspection schedule stating the specific inspection that will be made and at what phase of constrt ction must be submitted with this application. 2) Progress Report/Inspection reports during construction in accordance with Section 1 10.10.6. 3) Certificate of Compliance must be submitted p_or to the scheduling of the final building inspection, Section 110.10.7. Owner's Signature: Printed Name: SPECIAL BUILDING INSPECTOR: 0 Registered Architect and/or ® Licensed Engineer Signature of Special B .ing Iris tor, Ernbos ACKNOWLEDGMENT Permit Holder's Signature: .....stOr Printed Name: 17.77,/-e, License # (if applicable) C 6G0 6,6ei State of Florida Registration # Printed Name of Special Building Inspector Address of Special Building Inspector ark LeBlan 1599 SW 30th /Ave, Suite 20, Boynton Beach, FL 33426 35683 Fax # (561)752-5542 Telephone # (561) 752-5440 Date: Building Official (or designated representative) ***BE ADVISED THIS DOES NOT PRECLUDE YOU FROM OTHER MANDATORY INSPECTIONS IN THE CODE*** G:\SHARED\Forms\2010 FBC Special Bldg insp Form.doc GALE INSULATION SIO # 401742175 CERTIFICATE OF INSULATION — INSTALLATION BUILDING PERMIT # / 3O1, • 0061 0 JOB ADDRESS: 10320 CAMEILLA ST PARKLAND, FL LOT 30E Parkland Golf & CC STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52, and the approved plans and specifications, and in accordance with good construction practice. The insulation fumished is of the type, thickness and R -value as set forth below: AREA CEILING AREA FLAT TYPE THICKNESS R -VALUE MANUFACTURER FIBERGLASS 12" R-38 OWENS CORNING BATT GARAGE FIBERGLASS 3.5" R -11 OWENS CORNING COMMON BATT WALL EXTERIOR REFLECTIVE .75" R-4.1 FI -FOIL COMPANY MASONRY FOIL WALLS COMMERCIAL CONSTRUCTION: The COMMON (PARTY) walls secrating different tenants shall be insulated as follows: Frame/Metal Stud Walls R-11 (min); CBS or Concrete Walls R-3 (min) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b , on page 0-17, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. INSULATION CGC1512179 CERTIFICATION DATE: OCT. 1, 2014 INSULATION CONTRACTOR'S SIGNATURE:" BUILDER: TOLL BROS. SIGNATURE: I PERSONALLY KNOW THE AFFIANT, PAMELA FENTON. Swom to and subscribed before me this l Notary Public, State of Florida 1.e_am4 day of _ t064 , 2014 ,,1PRv PVB;„i MELISSA S. SAPP ,—.�.Notary Public - State of Florida =,,« t ti ': My Comm. Expires Aug 1, 2017 "';'`o?” Commission # FF 41864 a /f..\\Gt NEki, Z ti a SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach STATEMENT OF INTENT AND SCOPE OF WORK FOR ENGINEERED UNIT MASONRY March 11, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB — LOT 30E 10320 CAMEILLA STREET, PARKLAND, FL 33076 Building Department: We, Specialty Engineering Consultants; Inc, shall personally inspect the entire "Engineered Unit Masonry" system for this building, including but not limited to the following: 1. Masonry units, mortar, grout and reinforcing steel met specifications. 2. Dowels properly placed with adequate spacing. 3. Steel column ties in columns, pilasters and beam elevation transitions properly placed, tapped and tied. 4 Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly, cells free of excessive mortar fins, walls level and plumb tolerances. 5. Monitor grout placement, verify grout slump, proper consolidation of grout and proper low or high lift grouting procedures were followed. 6. Correct embedment of reinforcing steel, bolts, ties, etc. 7. Compliance with ACI 530-08/ASCE 5-08 and commentaries, approved plans and 2010 FBC. This letter of intent is to be followed up by an Inspection Certification fol- Unit Masonry which attests to the above. Respectfully submitted, Specialt • veering Consultants, Inc. D. Mar Partn r State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 tiaG1 NEER/ co OUT- SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach LETTER OF INTENT FOR SPECIAL INSPECTOR FCR TRUSS ERECTION March 11,2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB — LOT 30E 10320 CAMEILLA STREET, PARKLAND, FL 33(176 Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, ha ie been retained by Toll Brothers, Inc. to supervise the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. This letter of intent is to be followed up by an Inspection Certification for truss erection which attests to the above. Respectfully submitted, Specialty Engineering Consultants, Inc. State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 May 22, 2014 MAY 2 3 2014 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach CERTIFICATE OF COMPLIANCE FOR UNIT MASONRY City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: TOLL BROTHERS — PARKLAND GOLF AND COUNTRY CLUB LOT 30E @ 10320 CAMEILLA STREET, PARKLAND, FL PERMIT #: 1306-0090 Building Department: We have personally inspected the complete "engineered unit masonry" system for this building. includes all of its components such as; steel placement; horizontal joint reinforcement; vertical reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. have monitored and verified grout placement. We find that all aspects of this system conform to the approved plans and the Florida Building 2122.4 and BCAC 105.10.2.2. Respectively submitted, SPECIALTY EERING CONSULTANTS, INC. D. Mark c, PE Partn State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 This inspection and horizontal In addition, we Code, sections 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 THRESH PROJECT: CLIENT: 1 � � _ 0 ocl'o SPECIALTY ENGINEERING CONSULTANTS, Inc. O /SPECIAL INSPECTION REPORT CONTRACTOR: INSPECTION TYPE: PROJECT LOCATION: itA MEMBERS / AREAS INSPECTED: r „r DISPOSITION / RESULTS: GENERAL NOTES: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 Dade • Broward • Palm Beach DAY: IL DATE: PERMIT Nc. TRACKING #: PERFORMED BY: AL , Sc/y7 Ptiu, t L DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 3O'- 0050 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach THRESHOLD/ CIAL INSPECTIO REPORT PROJECT: 6-- CL DAY: /'UJi2 CLIENT: • '1(311 1(3! / I5 DATE: 6/6/ CONTRACTOR: PERMIT No. INSPECTION TYPE: M TRACKING #: P42_ 77 PERFORMED BY: PROJECT LOCATION: G MEMBERS / AREAS INSPECTED: DISPOSITION / RESULTS: GENERAL NOTES: /11 Q - 11 4-1_ Respectfully submitted, DISTRIBUTION COPY: Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpecallnspec GG 01/04 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office 561-752-5440 • Fax: 561-752-5542 30Lo—c 050 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach THRESHO /SPECIAL INSPECTION REPORT PROJECT: ti CLIENT: I U a5. DAY: b0„1, DATE: CONTRACTOR: PERMIT No. INSPECTION TYPE: TRACKIN #: PROJECT LOCATION: 7 em iLt PERFORMED BY: MEMBERS / AREAS INSPECTED: L DISPOSITION / RESULTS: GENERAL NOTES: v C Liviato160 /7/4t4_ 1 4-gfrir /5F % 97? /?Ni._/1 J toi4z' //t),1 -,W Respectfully submitted, DISTRIBUTION COPY: Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL-INSPECTION REPORT LD PROJECT: f �G -7< < i CLIENT: ; (( CONTRACTOR: INSPECTION TYPE: 51.1..c..4-4. -t. PROJECT LOCATION: MEMBERS / AREAS INSPECTED: C,, "f" DISPOSITION / RESULTS: 54 GENERAL NOTES: Respectfully submitted, ,Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 DAY: DATE: /(2— PERMIT N?. 4h -o(,, ( � Z' TRACKING#: 'Z /1-14-c)-7 PERFOR4D BY: Dade • Broward • Palm Beach a 61ercA DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office 561-752-5440 • Fax: 561-752-5542