| 2017-04-04 10:02:21 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17031196 |
| | ADD: 101 N. CLEMATIS ST. SUITE # 510 |
| | CONT: COUNIHAN CONSTRUCTION LLC |
| | TEL: 561-722-6266 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. APRIL 04/2017 |
| | ACTION: DENIED |
| | |
| | 1) THE PLANS SHEET A-1 SHOW TWO UNITS BEING UNIFIED. |
| | PLEASE NOTE THIS BUILDING IS A CONDOMINIUM AND WILL |
| | NEED TO HAVE A UNITY OF TITLE FOR THE TWO UNITS. |
| | |
| | THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL |
| | BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'. A 'UNITY OF TITLE' SHALL BE |
| | RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE |
| | RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT FBC TABLE |
| | 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT |
| | APPLICABLE. |
| | SEE WEBSITE FOR APPLICATION: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | "APPLICATION FOR UNITY OF TITLE" |
| | HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| | -38-UNITYOFTITLE3.PDF |
| | VINCENT J NOEL |
| | SURVEYOR/REAL ESTATE SUPERVISOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 494-1040 EXT: 1096 |
| | FAX: 494-1116 |
| | E-MAIL: [email protected] |
| | ********************************************* |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | 2) THE SHEET A-1 DOES NOT DECLARE THE MINIMUM BUILDING |
| | TYPE FOR THE 5 STORY MIXED USE BUILDING. PLEASE DECLARE |
| | THE MINIMUM BUILDING TYPE OF CONSTRUCTION TYPE FOR THIS |
| | BUILDING, IT WILL AFFECT THE COMMENTS IN THIS REVIEW. |
| | 2014 FBC-B TABLE 503. |
| | |
| | 3) SHEET A1 SHOWS THE REMOVAL OF THE STAIRS ON THE LEFT |
| | SIDE OF THE TENANT SPACE THAT LEAD TO THE MEZZANINE AND |
| | RELOCATING A COLUMN. SHEET A2 SECTION 1 AND PARTIAL |
| | FRAMING PLAN @ STAIR INFILL BOTH INDICATE STEEL COLUMNS |
| | THE REMOVAL AND RELOCATING OF (2) STEEL COLUMNS BUT |
| | THERE IS NO MENTION OF WHERE THESE COLUMNS ARE GOING TO |
| | BE RE-INSTALLED, NOR WAS THE FLOOR LOADING FOR THE NEW |
| | CONCENTRATED LOADS FIGURED INTO THE EXISTING FLOOR |
| | BENEATH THE MEZZANINE? 2014 FBC-B TABLE 1607.1 & 1607.4 |
| | CONCENTRATED LIVE LOADS. |
| | |
| | 4) SHEET A2 SECTION -1 SHOWS COLUMNS AND CONNECTIONS TO |
| | STEEL BOX BEAMS, THERE IS NO DETAIL AS TO HOW THE STEEL |
| | BOX BEAM WILL BE SECURED TO THE COLUMN BELOW? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2014 FBC-B 2204.1 WELDING |
| | 2014 FBC-B 2204.2 BOLTING. |
| | |
| | 6) SHEET A-2 SHOWS A SECTION OR ELEVATION OF THE |
| | INTERIOR OF THE UNIT, PLEASE PROVIDE THE VERTICAL |
| | DIMENSION FROM FINISH FLOOR TO THE CEILING FOR BOTH THE |
| | FIRST FLOOR LEVEL AND THE MEZZANINE LEVEL? SHOW |
| | COMPLIANCE WITH FBC-B 1208.2 MINIMUM CEILING HEIGHTS. |
| | |
| | 7) THE SUBMITTED PRODUCT APPROVALS FOR THE FLOOR |
| | INSULATION CANNOT BE REVIEWED UNTIL THE MINIMUM |
| | BUILDING TYPE HAS BEEN DECLARED. FBC-B-2014 720.2 |
| | CONCEALED INSTALLATION. |
| | |
| | 8) SHEET A-2 SECTION-1 SHOWS THE USE OF ? INCH PLYWOOD |
| | AS A SUBFLOORING. CODE COMPLIANCE CANNOT BE DETERMINED |
| | UNTIL THE MINIMUM BUILDING TYPE HAS BEEN DECLARED. |
| | FBC-B 603.1 ALLOWABLE COMBUSTIBLE MATERIALS. |
| | |
| | 9) SHEET A2 SECTION-1 SHOWS THE USE OF GALVANIZED METAL |
| | FORM DECK AND STRUCTURAL STEEL METAL JOIST BELOW, BUT |
| | THERE IS NO INFORMATION AS TO HOW THE METAL DECK IS TO |
| | BE ANCHORED TO THE METAL STEEL JOIST. FBC-B 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 10) SHEET A2 SECTION-1 INDICATES THE USE OF (3) # 12 X |
| | 1 INCH TEC SCREWS AT CONNECTIONS, IS THIS FOR THE FLOOR |
| | JOIST AND OR THE STEEL TS6X31/4 COLUMN? FBC-B 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11A) SHEET A2 THE BUILDING SECTION THAT SHOWS THE NEW |
| | GUARDRAIL SYSTEM DOES NOT PROVIDE ANY INFORMATION IN |
| | COMPLYING WITH FBC-B 2407.1, 2407.1.1 NOR 2407.1.2. |
| | |
| | 11B) SHEET A2 THE BUILDING SECTION DOES NOT INDICATE |
| | HOW THE NEW GUARDRAIL SYSTEM IS TO BE ANCHORED TO THE |
| | MEZZANINE SLAB/ FRAMING MEMBERS? SHOW COMPLIANCE WITH : |
| | |
| | 11B(1) FBC-B 1 607.8.1 HANDRAILS AND GUARDS. HANDRAILS |
| | AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF |
| | 50 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND |
| | GUARDS SHALL ALSO COMPLY WITH SECTION 2407. |
| | |
| | 11B)(2) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND |
| | GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED |
| | LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF |
| | ASCE 7. |
| | |
| | 11C) TO BE DETERMINED BY THE BUILDING OFFICIAL FOR |
| | FINAL CODE INTERPRETATION. SHEET A2 SHOWS THE GUARDRAIL |
| | HEIGHT TO BE 36 INCHES IN HEIGHT. |
| | THE 2014 FBC-B 1013.3 HEIGHT. |
| | REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES (1067 |
| | MM) HIGH, MEASURED VERTICALLY AS FOLLOWS: |
| | EXCEPTIONS: |
| | |
| | 1. FOR OCCUPANCIES IN GROUP R-3 NOT MORE THAN THREE |
| | STORIES ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL |
| | DWELLING UNITS IN OCCUPANCIES IN GROUP R-2 NOT MORE |
| | THAN THREE STORIES ABOVE GRADE IN HEIGHT WITH SEPARATE |
| | MEANS OF EGRESS, REQUIRED GUARDS SHALL NOT BE LESS THAN |
| | 36 INCHES (914 MM) IN HEIGHT MEASURED VERTICALLY ABOVE |
| | THE ADJACENT WALKING SURFACES OR ADJACENT FIXED |
| | SEATING. |
| | |
| | 11D) SHEET A2 THE BUILDING SECTION INDICATES THE |
| | INSTALLATION OF A NEW GUARDRAIL ON THE MEZZANINE LEVEL |
| | BUT THE PLANS ARE SILENT AS TO IF THE GUARDRAIL/ |
| | HANDRAIL SYSTEM ON THE STAIRS WILL ALSO BE REPLACED? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 12) SHEET A1 INDICATES ON THE LOFT CEILING PLAN THE USE |
| | OF 1 I/2 INCH HIGH HAT CHANNELS @ 48 INCHES MAX ON |
| | CENTER. PLEASE PROVIDE COMPLIANCE WITH EITHER GA-216 OR |
| | ASTM C 840 GYPSUM BOARD INSULATION WHERE EITHER OF |
| | THESE STANDARDS ALLOWS CEILING FRAMING MEMBER @ 48 |
| | INCHES ON CENTER FOR ? INCH GYPSUM. FBC-B 2508.1 & |
| | TABLE 2508.1. |
| | |
| | 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | |
| | |
