Date |
Text |
2020-11-18 14:29:53 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 20110495 |
| ADD: 625 N. FLAGLER DR. / 10TH FLOOR |
| CONT: TBD/ TO BE DETERMINED |
| TEL: 561-615-3903 / MICHAEL MCCLOSKEY |
| E-MAIL: [email protected] |
| |
| 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2017 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. |
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| 1ST REVIEW |
| DATE: WED. /NOV. 18TH/2020 |
| ACTION: DENIED |
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| 1) SHEET A0.02 PLEASE INDICATE IF THERE IS ANY WORK TO |
| BE COMPLETED UNDER THIS PERMIT FOR THE 1ST FLOOR, OR |
| WAS IT SUBMITTED FOR LIFE SAFETY CONCERNS IN EXITING? |
| 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. SHEET |
| A1.10 GROUND FLOOR CONSTRUCTION NOTE ONE INDICATES A |
| NEW ELECTRONIC ROLL-UP DOOR AND ACCESS CONTROL SYSTEM. |
| WHAT THE 1ST FLOOR LIFE SAFETY PLAN DOES NOT SHOW IS |
| HOW ONCE THE OCCUPANTS LEAVE THE 2 HOUR EXIT HOW THEY |
| ARE GOING TO BE ABLE TO TRAVEL TO THE PUBLIC WAY? 2017 |
| FBC-B 1028.5 ACCESS TO A PUBLIC WAY. |
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| 2) SHEET A0.03 LIFE SAFETY PLAN 10TH FLOOR SUITE: 1001: |
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| 2A) UNDER THE HEADING CODE REQUIREMENTS THE LISTING |
| EXIT ACCESS DOORWAYS, PLANS INDICATE 1 REQUIRED, 2 |
| PROVIDED AND SECTION TABLE 1006.2.1. PLEASE BE AWARE |
| THAT TABLE 1006.2.1 IS TO BE USED FOR THE GRADE FLOOR |
| ONLY. TABLE 1006.3.2(1) IS FOR R-2 OCCUPANCIES 1ST-3RD |
| FLOOR, AND TABLE 1006.3.2(2) IS TO BE USED FOR LISTED |
| OCCUPANCIES FOR STORIES FIRST FLOOR ABOVE OR BELOW |
| GRADE PLANE AND THE 2ND STORY ABOVE GRADE PLANE. ALSO |
| REVIEW SECTION 1006.3 OF THE 2017 FBC-BUILDING. |
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| 2B) EXIT ACCESS TRAVEL IS FOUND IN TABLE 1017.2 OF THE |
| 2017 FBC-BUILDING. PLEASE UPDATE PLANS. |
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| 3) SHEET A4.22 SHOWS THE PEDESTRIAN GATE AND ELECTRONIC |
| OVERHEAD ROLL-UP GARAGE DOOR, BOTH OF THESE WOULD |
| APPEAR TO NEED PRODUCT APPROVALS AS WELL AS WIND DESIGN |
| PRESSURES. THERE ARE NO STRUCTURAL DETAILS OF HOW THE |
| ROLL UP OVERHEAD DOOR IS TO BE ANCHORED FOR THE DOOR |
| ASSEMBLY ITSELF NOR THE TRACK SYSTEM FOR THE DOOR TO |
| MOVE IN VERTICALLY. THE SAME REQUIREMENTS ARE MISSING |
| FOR THE PEDESTRIAN GATE. THE PEDESTRIAN GATE IS A ONE |
| TYPE OF FABRICATION I WOULD BELIEVE AND WOULD ONLY |
| REQUIRE THE ENGINEERING FOR THIS TYPE OF INSTALLATION |
| AND EXPOSURE. |
| |
| 3A) 2017 FBC-B 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| STRUCTURE: |
| |
| 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
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| 2. RISK CATEGORY. |
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| 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
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| 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| THE DESIGN OF THE STRUCTURE, PSF. |
| |
| 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| CONVERSION VULT TO VASD. |
| |
| 3B) 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, MULLIONS. |
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| 3C) 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. |
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| 3D) WITHOUT STRUCTURAL DETAILS FOR THE 2 NEW PRODUCTS |
| DOOR OPENINGS THIS MAY OR MAY NOT BE REQUIRED. |
| WELDED OR BOLTED 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. |
| REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF |
| FRAMING INSPECTION. |
| 2017 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 KEN CONRAD |
| AT 561-805-6666. |
| |
| 4) 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. |
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| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
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| PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| 19 |
| IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| 561-718-9724. |
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| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| 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] |
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