| Date |
Text |
| 2023-02-21 13:46:12 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22120561 |
| | ADD: 915 N. RAILROAD AVE. |
| | CONT: HEDRICK BROTHERS CONSTRRUCTION |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. FEB. 21ST/2023 |
| | ACTION: DENIED |
| | |
| | 1) SHEET T100 TITLE SHEET: |
| | 1A) COMLIED. SHEET S102. |
| | |
| | 1B) NOTE ONLY. 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. |
| | |
| | 1C) BUILDING PROVISO: DEFERRED SUBMITTALS: |
| | COMPONENTS & CLADDING. |
| | (A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: CURTAINWALL, STOREFRONTS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | (E) PRE-ENGINEERED ROOFTOP A/C STANDS |
| | STAIR & ELEVATOR SHOP DRAWINGS |
| | ROOF ACCESS LADDER SHOP DRAWINGS |
| | FRONT CANOPY SHOP DRAWINGS |
| | STEEL SHOP DRAWINGS |
| | |
| | 1D) BUILDING PROVISO: 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. |
| | |
| | 1E) BUILDING PROVISO: 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. |
| | |
| | |
| | 2) REQUIRED BEFORE PERMIT ISSUANCE. SHEET S001 GENERAL |
| | NOTES: GEOTECHNICAL INVESTIGATIVE REPORT. PLEASE |
| | PROVIDE THE ENGINEERING REPORT LISTED BY UNIVERSAL |
| | ENGINEERING SCIENCES, DATED FEB. 07TH, 2022. 2020 |
| | FBC-BUILDING 1803.5.2 QUESTIONABLE SOIL. |
| | |
| | 3) SHEET S002 GENERAL NOTES: |
| | 3A) BUILDING PROVISO: WELDING. 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. |
| | |
| | 3B) COMPLIED. |
| | |
| | 4) SHEET A101: |
| | 4A) SEMI -COMPLIED. WITH THE CREATION OF 2 VESTIBULES |
| | THE LOBBY VESTIBULE HAS A INSWING DOOR THERE IS A EXIT |
| | LIGHT SHOWN FROM 1ST FLOOR FUTURE TENANT 105. THIS |
| | PROPOSE SPACE IS TO BE A RESTAURANT AND THE OCCUPANT |
| | LOAD SHOWN TO GO THROUGH THIS DOOR IS 206. 2020 |
| | FBC-BUILDING CODE SECTION 1010.1.2.1. OCCUPANT LOADS 50 |
| | OR MORE REQUIRE THE DOOR TO SWING IN THE EXIT TRAVEL. |
| | 1ST ROUND OF COMMENTS. THE FLOOR PLAN SHOWS TWO |
| | OUTSWING DOORS, IT APPEARS THAT THEY SWING OUT OVER THE |
| | PROPERTY LINE AND INTO THE RIGHT-OF-WAY. SEE SECTION |
| | 3202.2 2020 FBC-BUILDING CODE. SEE SURVEY IT APPEARS |
| | THE PROPERTY LINE IS THE FRONT OF THE BUILDING. |
| | |
| | 4B) COMPLIED. |
| | |
| | 5) 2ND REQUEST. THE LIFE SAFETY PLAN DOES NOT PROVIDE |
| | WHAT THE EGRESS CAPACITY FACTOR, YOU ARE USING FOR THE |
| | STAIRS AND DOORWAYS. SHEET A601 SHOWS THE ENTRY DOOR |
| | 102A TO BE 2 FEET 11 ?? INCHES WIDE, THE CLEAR WIDTH |
| | WOULD BE 33.5 INCHES. 33.5 INCHES/ 0.2= 167 OCCUPANTS |
| | THROUGH THAT DOOR. SEE 1ST ROUND COMMENT. |
| | 1ST ROUND OF COMMENTS. SHEET LS101 & LS102 THE 3 FEET |
| | WIDE EXIT DOORS ARE TAKING A CLEAR WIDTH OF 35 INCHES |
| | OR 178 OCCUPANTS. 2020 ACCESS. CODE 404.2.3. CLEAR |
| | WIDTH & SIZE OF DOORS, 2020 FBC-B 1010.1.1. THE MINIMUM |
| | SIZE OF A SWING DOORS IS MEASURED CLEAR OPENING OF THE |
| | DOORWAY WITH THE SWINGING DOORS SHALL BE MEASURED |
| | BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE |
| | DOOR OPEN 90 DEGREES. 34INCHES/ 0.20= 170 OCCUPANTS NOT |
| | THE 178. PLEASE ADDRESS CLEAR WIDTH OF ALL EGRESS |
| | DOORS. |
| | |
| | |
| | |
| | 6) 2ND REVIEW. UNRESOLVED. IT IS TRUE YOUR CONCERNS ARE |
| | WHAT HAPPENS WITHIN THE PROPERTY LINES, E-MAILS HAVE |
| | BEEN SENT TO ENGINEERING TO SEE IF THERE IS FUTURE |
| | PLANS IN THE WORKS FOR FURTHER STREET SCAPE WORK. |
| | WITH SPEAKING WITH THE CITY SURVEYOR TO DATE ONLY WATER |
| | AND SEWER PLANS WERE SUBMITTED NO CIVIL FOR THE NORA |
| | PROJECT. |
| | SHEET A401 FRONT ELEVATION. THE FRONT ELEVATION SHOWS |
| | THE CITY SIDEWALK RAMPED UP TO MEET YOUR NEW FINISH |
| | FLOOR LEVEL, IT APPEARS THE CITY SIDEWALK IS RAISED AN |
| | ADDITIONAL 6 INCHES AT THE NEW DOORWAYS, PLEASE PROVIDE |
| | WHY THIS OCCURS WITH A NEW CONSTRUCTION ON THE EAST AND |
| | WEST WALLS? 2020 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.2.1. |
| | CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT CLARITY TO |
| | INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7) SHEET A301: |
| | 7A) SEMI-COMPLIED. THE SHEET A301 NOR A302 NOR THE |
| | STRUCTURAL SHEETS SHOW THE SIZE OF THE ROOF HATCH NOR |
| | THE REQUIRED FRAMING DIMENSIONS REQUIRED FOR THE LAYOUT |
| | OF JOIST AND ANY ADDITIONAL FRAMING REQUIRED TO ANCHOR |
| | THE ROOF HATCH TOO. |
| | |
| | 1ST ROUND COMMENTS. THE ROOF PLAN SHOWS THE USE OF A |
| | ROOF HATCH AND DETAIL TO GAIN ACCESS ONTO THE ROOF. THE |
| | ROOF HATCH SHOWS A CLEAR OPENING OF 3X3=9 SQ. FT. |
| | PLEASE REVIEW IN THE 2020 FBC-BUILD CODE SECTION |
| | 1011.12.2 ROOF ACCESS THE EXCEPTION, THE ROOF HATCH |
| | SHALL NOT BE LESS THAN 16 SQ. FT. IN AREA AND HAVING A |
| | MINIMUM DIMENSION OF 2 FEET. 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 7B) 2ND REQUEST. REVISION 1 PROVIDES THE LOCATIONS BUT |
| | NOT THE MINIMUM REQUIRED SIZE DEPENDING ON THE ANNUAL |
| | RAINFALL AND SIZING ACCORDING TO THE FBC-PLUMBING CODE |
| | CHAPTER 11. |
| | 1ST ROUND OF COMMENTS. ROOF OVERFLOW SCUPPERS ARE SHOWN |
| | DETAIL GIVEN 5/A-303 BUT NEITHER PROVIDE THE MINIMUM |
| | WIDTH AND HEIGHT IN ACCORDANCE WITH 1503.4.1 THE SIZING |
| | AND INSTALLATION OF THE SECONDARY OVERFLOW IN |
| | ACCORDANCE WITH FBC-PLUMBING CODE CHAPTER 11. |
| | |
| | 8) SHEET A502: |
| | 8A) BUILDING PROVISO: BEFORE FLOOR REMOVAL STARTS. |
| | SHEET A502. NOTE STATES THE GC SHALL HIRE A LICENSED |
| | SHORING ENGINEER TO TEMPORARY SUPPORT THE EXISTING WALL |
| | OF 905/ AND 915. SHOW COMPLIANCE WITH BOTH SECTIONS |
| | 1803.5.7 & 1804.2.1. THE UNDERPINNING SEQUENCE OF |
| | INSTALLATION SHALL BE IDENTIFIED AND INSTALLED IN |
| | ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. 2020 |
| | FBC-BUILDING. |
| | |
| | 8B) 2ND REVIEW. 2020 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.2.1. |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC TO THE TECHNICAL CODES "CODE SECTIONS SHALL |
| | NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM |
| | "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR |
| | SPECIFIC INFORMATION". |
| | 1ST REVIEW. THE ELEVATOR SECTION SHOWS THE USE OF |
| | UNDERGROUND HYDRAULIC ELEVATOR CYLINDER. PLEASE PROVIDE |
| | COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION |
| | 3011.1.1-3011.1.3. |
| | |
| | 8C) COMPLIED. NOT APPLICABLE NO MACHINE ROOM. |
| | |
| | 9) DEFERRED SUBMITTAL: LIQUID APPLIED FLASHING DOORS |
| | AND WINDOWS TO BE REVIEWED BY THE DESIGNER OF RECORD |
| | BEFORE SUBMITTAL TO THE BUILDING DIVISION. |
| | |
| | 10) DEFERRED SUBMITTALS A/C STANDS. |
| | |
| | 11) 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] |
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