| Date |
Text |
| 2019-04-01 13:08:20 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19020956 |
| | ADD: 4257 UP THE GROVE LANE |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-694-3828 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: MON. APRIL 1ST/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) ART IN PUBLIC PLACES. |
| | THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES |
| | ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR |
| | NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT |
| | APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL |
| | PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| | $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE. |
| | PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| | CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| | ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| | 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| | PROJECT CONSTRUCTION COST. |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE |
| | DEVELOPMENT. |
| | (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND |
| | THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL |
| | PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW |
| | CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN |
| | EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE |
| | EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS |
| | WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED |
| | CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES |
| | REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED |
| | SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF |
| | THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW |
| | CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS. |
| | |
| | |
| | FOR CONTACT INFORMATION PLEASE CONTACT: |
| | MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| | 822-1515 E-MAIL: [email protected] |
| | |
| | 2) IN THE SUPPORTING DOCUMENT FILE THE REPORT |
| | COMPUTATIONS FOR FPL WEST PALM BEACH COMMISSARY |
| | BUILDING DO NOT HAVE AN ELECTRONIC SEAL. |
| | |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 3) SHEET 040_S-1.0 THE GENERAL NOTES- FOUNDATIONS |
| | INDICATES THAT A SOILS REPORT HAS BEEN PREPARED. |
| | SOILS REPORT BY INTERTEK OF 08-24-2018. PLEASE SUBMIT |
| | EITHER A REPORT WITH ELECTRONIC SIGNATURE OR PAPER |
| | ORIGINAL WITH ORIGINAL SEAL, SIGNATURE AND DATE. |
| | 2017 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 4) THE PLANS INDICATE THIS PROPOSED BUILDING WILL HAVE |
| | TILT-WALL CONSTRUCTION. THIS BUILDING WILL REQUIRE A |
| | RESIDENT INSPECTOR IN ACCORDANCE WITH SECTION 110.3.9 |
| | OF THE WEST PALM BEACH ADMINISTRATIVE CODE. THE |
| | BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY |
| | OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE |
| | MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED |
| | INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION |
| | HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND |
| | RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION |
| | OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH |
| | REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY |
| | A RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING |
| | OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION |
| | SERVICE IN THE FOLLOWING INSTANCES: |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 |
| | POUNDS PER SQUARE INCH |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION (TILT-WALL BUILDINGS) |
| | |
| | RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES |
| | NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT. |
| | FORMS SENT TO: [email protected] TIME: 10:37 AM MON. |
| | APRIL 01/ 2019 |
| | |
| | 5A) SHEET 040_S-1.0 UNDER THE HEADING OF DEFERRED |
| | SUBMITTALS INDICATES THE CONCRETE TILT PANEL ERECTION |
| | IS TO BE DEFERRED. THE RESIDENT INSPECTOR WILL HAVE TO |
| | HAVE THE INFORMATION LISTED UNDER TILT-UP PANELS, |
| | PANEL MINIMUM MODULES OF RUPTURE AND COMPRESSIVE |
| | STRENGTH AS REQUIRED BY THE LIFTING ENGINEER, LIFTING |
| | INSERTS AND ADDITIONAL REINFORCING STEEL, CHAIRS & OR |
| | BOLSTERS AS REQUIRED BY THE SPECIALTY ENGINEER, |
| | LOCATION OF THE REINFORCEMENT FOR THE TILT WALL PANEL, |
| | ALL EMBEDS (I.E. PLATES, ANGLES, ETC.) LOCATION OF ALL |
| | OPENINGS AND THE CORRESPONDING DIMENSIONS, MISC. |
| | OPENINGS FOR REQUIRED, FIRE LINES, PLUMBING, ELECTRICAL |
| | LINES BEFORE THE CONCRETE PANELS CAN BE POURED. |
| | |
| | 5B) 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. |
| | FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL |
| | FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE |
| | ENGINEER OF RECORD FOR REVIEW. |
| | |
| | 5C) THE RESIDENT INSPECTOR WILL BE REQUIRED TO OVERSEE |
| | ALL STRUCTURAL INSPECTIONS AS REQUIRED IN THE CITY |
| | ADMINISTRATIVE CODE 100.3 FOUNDATION THROUGH THE |
| | ANCHORING OF THE ROOF DECK WITH EXCEPTION OF COMPONENTS |
| | AND CLADDING OF WINDOWS, DOORS AND ROOFING, THESE WILL |
| | BE COMPLETED BY THE CITY BUILDING INSPECTORS. IF THERE |
| | IS ANY QUESTIONS AS TO WHAT THE RESIDENT INSPECTOR WILL |
| | NEED TO VERIFY AS TO STRUCTURAL INSPECTIONS PLEASE |
| | CONTACT KEN CONRAD ADMINISTRATOR OF THE RESIDENT AND |
| | SPECIAL INSPECTOR PROGRAM AT: |
| | KEN CONRAD |
| | TEL: 561-805-6666 |
| | E-MAIL: [email protected] |
| | |
| | 6) THE STRUCTURAL SHEETS HAVE THE ELECTRONIC SIGNATURES |
| | 100% COMPLETE, WE ARE GETTING THE NOTE, |
| | THE SIGNER?S IDENTITY IS UNKNOWN BECAUSE IT HAS NOT |
| | BEEN INCLUDED IN YOUR LIST OF TRUSTED CERTIFICATES AND |
| | NONE OF ITS PARENT CERTIFICATES ARE TRUSTED |
| | CERTIFICATES. THE ARCHITECTURAL SHEETS OK. 61G15-23.005 |
| | PROCEDURES FOR SIGNING AND SEALING ELECTRONICALLY |
| | TRANSMITTED PLANS, SPECIFICATIONS, REPORTS OR OTHER |
| | DOCUMENTS. |
| | |
| | 7) SHEET 038_A-5 WINDOW SECTION 4 SHOWS 1 INCH WOOD |
| | WINDOW BUCKS. THE PLAN INDICATES THE USE OF MASONRY |
| | ANCHORS. NONE OF THE ARCHITECTURAL NOR STRUCTURAL |
| | SHEETS SHOW ANY MORE DETAIL OF THE TYPES OF ANCHORS TO |
| | BE INSTALLED, SIZE AND DIAMETER OR SPACING OF THE |
| | ANCHORS FROM THE BUCKS TO THE CONCRETE TILT WALL. THE |
| | ANCHORING OF WOOD BUCKS IS NORMALLY THE STRUCTURAL |
| | ENGINEERS? RESPONSIBILITY AND NOT FOUND IN THE PRODUCT |
| | APPROVALS. |
| | 2017 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND DOORS |
| | SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| | MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING |
| | SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE |
| | CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN |
| | THE TESTS. |
| | |
| | 8) SHEET 029_A-3.3 RESTROOM ELEVATIONS DETAIL THE HC |
| | SINK SHOWS THE 40 INCH MEASUREMENT OF 40 INCHES FROM |
| | THE FINISH FLOOR TO THE BOTTOM OF THE MIRROR. PLEASE |
| | REVIEW THE 2017 FBC-ACCESS. CODE SECTION |
| | 603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR |
| | COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF |
| | THE REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED |
| | ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH |
| | THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES |
| | (890 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 9) SHEET 030_A3.4 THE SECTION OF THE LAUNDRY ROOM SINK |
| | SHOWS THE ELEVATION OF 2 FOOT 10 INCHES TO THE TOP OF |
| | THE COUNTERTOP BUT NOT THE TOP OF THE SINK, THE |
| | THICKNESS OF THE SINK RIM MAY OR MAY NOT BE IN THE |
| | CONSTRUCTION TOLERANCES THIS WOULD BE SOMETHING THE |
| | PLUMBING INSPECTOR AND OR PLUMBING REVIEWER MAY NEED TO |
| | ADDRESS. |
| | |
| | DISCREPANCY IN PLANS, SHEET 036_A-4.2 DETAIL J SHOWS |
| | THE ROOF AS SBS HEAT WELDED MODIFIED BITUMINOUS |
| | MEMBRANE ROOFING W/ CAP SHEET OVER GYPSUM FIBER BOARD |
| | AND POLYSOCYANURATE ROOF INSULATION AND B DECK WHEREAS |
| | THE STRUCTURAL SHEET 043_S3.1 DETAIL B SHOWS A 4 INCH |
| | CONCRETE SLAB ON B DECK. PLEASE ALSO REFER BACK TO THE |
| | INPUT DATA REPORT WHICH ALSO HAS DIFFERENT MATERIALS |
| | AND THICKNESS. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 10) 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS. |
| | (C) PANEL WALLS: WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION ROOFING MATERIALS, |
| | |
| | 11A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE |
| | CODE RULE 61G20 SHALL BE REVIEWED AND APPROVED IN |
| | WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 11B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 11C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 12) IDENTIFY GLAZING. PLEASE IDENTIFY ON THE PRODUCT |
| | APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL |
| | PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING |
| | WIDTH & HEIGHT, TYPE OF GLAZING, MULLION SIZE, LENGTH |
| | IF UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. 2017 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND |
| | DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| | MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING |
| | SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE |
| | CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN |
| | THE TESTS. |
| | |
| | 13) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL |
| | FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2014 FBC-B SECTIONS; |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION |
| | |
| | 14) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 15) IMPACT FEES - DIGITAL SUBMITTALS: |
| | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE |
| | DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS |
| | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST |
| | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE |
| | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL |
| | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME |
| | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM |
| | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 16) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER19030471 |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
