Date |
Text |
2023-02-22 09:21:35 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 23011135 |
| ADD: 1009 N RAILROAD AVE. |
| CONT: HEDRICK BROTHERS CONSTRUCTION |
| TEL: 561-308-2954 |
| E-MAIL: [email protected] |
| |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| BUILDING CODE, BUILDING. |
| |
| 1ST REVIEW |
| DATE: WED. 02/22/23 |
| ACTION: DENIED |
| |
| 1) THE PLANS AS SUBMITTED LEAVE THE BUILDING AS A SHELL |
| BUILDING, NOT A RENOVATION WHERE A CO OR TCO WILL BE |
| REQUIRED, MISSING FLOOR SLABS, PLUMBING JUST STUBBED |
| UP, NO INTERIOR WALLS OR FINISHES, THIS PERMIT SHOULD |
| BE LABELED A RENOVATION TO A SHELL BUILDING. |
| |
| 2 SHEET S.001: |
| 2A) PLEASE PROVIDE A DIGITAL SOILS REPORT BY UNIVERSAL |
| ENGINEERING SCIENCES DATED FEB. 07.2022. AS STATED ON |
| PLAN: THE GEOTECHNICAL INVESTIGATION REPORT |
| RECOMMENDATIONS SHALL SUPERSEDE THE MINIMUM CRITERIA |
| STATED IN THE STRUCTURAL GENERAL NOTES. |
| |
| 2B) SLAB-ON-GROUND HEADING NOR THE 12 STATEMENTS |
| DEALING WITH SLAB ON GROUND INDICATE COMPLIANCE WITH |
| TERMITE PROTECTION FOUND IN 1816.1 OF THE 2020 |
| FBC-BUILDING CODE. |
| |
| 3) BUILDING PROVISO: SHEET S.002 HAS HEADING DEALING |
| WITH WELDING & STRUCTURAL STEEL FOR THE PROJECT. WELDED |
| OR BOLTED CONNECTIONS. THIS BUILDING CONTAINS EITHER |
| BOLTED AND OR WELDED CONNECTIONS. THE CONTRACTOR IS |
| REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE |
| WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS |
| SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING |
| INSPECTION. |
| 2020 FBC-B 2204.1 WELDING |
| 1. WELD PROCEDURES SPECIFICATIONS |
| 2. QUALIFICATIONS OF WELDING PERSONAL |
| 2017 FBC-B 2204.2 BOLTING. |
| IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| PLEASE CONTACT THE CHIEF BUILDING INSPECTOR RICHARD |
| BRUNELLE AT 561-805-6670. |
| |
| 4) BUILDING PROVISO/ DEFERRED SUBMITTALS/ COMPONENTS & |
| CLADDING. |
| COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS AND |
| CLADDING PRODUCT APPROVALS. 2020 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, MULLIONS & ROOF HATCHES. |
| (B) WINDOWS & MULLIONS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| CONCRETE INSULATION, ROOF TOP VENTILATORS |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 4A) 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 (SHOP |
| DRAWING STAMP OF APPROVAL) 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. |
| |
| 4B) 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. |
| |
| 4C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN 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, SILL HEIGTH, TYPE |
| OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR |
| REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 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. |
| |
| 4D) 2020 FBC-BUILDING CODE SECTION 1405.4. FLASHINGS |
| SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOORS |
| & WINDOW ASSEMBLIES. WHEN SELF-ADHERED MEMBRANES ARE |
| USED AS FLASHINGS IN WALL ASSEMBLIES, THOSE |
| SELF-ADHERED FLASHINGS SHALL COMPLY WITH AAMA-711. |
| 4E) 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. |
| |
| 5) BUILDING PROVISO: THE STRUCTURAL SHEETS INDICATE THE |
| GENERAL CONTRACTOR SHALL HIRE A LICENSED SHORING |
| ENGINEER TO TEMPORARILY SUPPORT THE EXISTING STRUCTURE. |
| |
| 6) THE TITLE SHEET LIST THE OCCUPANT LOAD AS 236. IF |
| WHEN THE TENANT FIT UP COMES IN AND THE OCCUPANT LOAD |
| IS GREATER THAN 300, THIS BUILDING RISK CATEGORY |
| INCREASES FROM II TO III WITH INCREASED WIND DESIGN |
| (180 VULT) AND ASSOCIATED PRESSURES. SEE TABLE 1604.5. |
| |
| 7A) THE LS.100 LIFE SAFETY SHEET A.101 PLEASE SHOW |
| WHICH EXITS ARE GOING TO BE THE ACCESSIBLE EXITS ABLE |
| TO GET THE OCCUPANTS TO THE PUBLIC WAY. 2017 FBC-B |
| 1007.1.1. TWO EXITS OR EXIT ACCESS DOORWAYS. WHERE 2 |
| EXIT OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY |
| PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A |
| DISTANCE APART EQUAL TO NOT LESS THAN ?? THE OVERALL |
| MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR |
| AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN |
| THEM. |
| EXCEPTION BUILDINGS EQUIPPED THROUGHOUT WITH AN |
| AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION |
| 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL |
| NOT BE LESS THAN 1/3RD OVERALL DIAGONAL DIMENSION OF |
| THE BUILDING OR AREA TO BE SERVED MEASURED IN A |
| STRAIGHT LINE BETWEEN THEM. |
| 2020 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| BUILDING CODE (2003 EDITION). 2003 IBC-B 1007.1 WHERE |
| MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTIONS |
| 1014.1 OR 1018.1 FROM ANY ACCESSIBLE SPACE, EACH |
| ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT |
| LESS THAN TWO MEANS OF EGRESS. |
| |
| 7B) 2020 FBC-ACCESS. CODE CHANGES IN LEVEL 303.2 AND |
| 303.3. WHERE CHANGES IN LEVEL ARE PERMITTED IN THE |
| FLOOR OR GROUND SURFACES, THEY SHALL COMPLY WITH |
| SECTION 303. SEE 303.1 & 303.2. |
| |
| 7C) 2020 FBC-ACCESS. CODE 404.2.5. THRESHOLDS. |
| THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE ?? INCH |
| HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| DOORWAYS SHALL COMPLY WITH 302 & 303. |
| 8) CLOSING WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| AS NECESSARY. |
| |
| A TRANSMITTAL LETTER / NARRATIVE 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. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT |
| REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. |
| |
| |
| MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ SEMI-RETIRED. |
| |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| |
| |
| |