| Date |
Text |
| 2019-01-10 10:27:21 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18120052 |
| | ADD: 700 S. ROSEMARY SUITE: 112/ B6 |
| | CONT: QUEST CONTRACTING LLC |
| | TEL: 954-610-8729 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. JAN. 10/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A2.2 AND S2.2 BOTH SHOW WHAT APPEARS TO BE AN |
| | ELEVATOR AND SHAFT WITH INFILL OF THE 2ND FLOOR SLAB. |
| | PLEASE PROVIDE HOW A PERSON IN A WHEELCHAIR WILL GAIN |
| | ACCESSIBILITY TO THE 2ND FLOOR FROM THE GRADE LEVEL, |
| | SHOW COMPLIANCE WITH: |
| | |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 201.1.1 VERTICAL |
| | ACCESSIBILITY. SECTIONS 553.501-553.513, F.S., AND THE |
| | ADA STANDARDS FOR ACCESSIBLE DESIGN DO NOT RELIEVE THE |
| | OWNER OF ANY BUILDING, STRUCTURE OR FACILITY GOVERNED |
| | BY THOSE SECTIONS FROM THE DUTY TO PROVIDE VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE |
| | OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE |
| | STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH |
| | BUILDING, STRUCTURE OR FACILITY? |
| | |
| | ACCESS. CODE 206.2.3 MULTI-STORY BUILDINGS AND |
| | FACILITIES. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT |
| | EACH STORY AND MEZZANINE IN MULTI-STORY BUILDINGS AND |
| | FACILITIES. |
| | |
| | ACCESS. CODE 206.2.4 SPACES AND ELEMENTS. AT LEAST ONE |
| | ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR |
| | FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND |
| | ELEMENTS WITHIN THE BUILDING OR FACILITY WHICH ARE |
| | OTHERWISE CONNECTED BY A CIRCULATION PATH UNLESS |
| | EXEMPTED BY 206.2.3 EXCEPTIONS 1 THROUGH 7. |
| | |
| | 2A) SHEET A1.2 IS 1/16TH INCH SCALE, SHEET A2.2 IS 1/8 |
| | INCH SCALE AT THE ENTRY OF THE NEW SPACE BEING CREATED |
| | YOU HAVE TO MAKE A 180 DEGREE U-TURN. THE NEW CORRIDOR |
| | AREA IN THE U-TURN DOES NOT PROVIDE DIMENSIONS. |
| | COMPLIANCE WITH THE 2017 ACCESSIBILITY CODE SECTION |
| | 403.5.2, CLEARANCE WIDTHS AT TURNS CANNOT BE DETERMINED |
| | AT THIS TIME. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2B) SHEET A1.2 IS IN 1/16TH SCALE. PLEASE SHOW |
| | COMPLIANCE WITH 2017 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1 ADMINISTRATION, |
| | SECTION 107.2.1.3 QUALITY OF BUILDING PLANS. BUILDING |
| | PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | |
| | 3) SHEET A2.2 IN CREATING THE NEW STORAGE SPACE 202 AND |
| | VANILLA SHELL TENANT SPACE 201 IT APPEARS THE BACK OF |
| | HOUSE EXIT PASSAGEWAY HAS BEEN CUT SHORT OF THE NEWLY |
| | FORMED TENANT SPACE 201. |
| | 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. |
| | NOTE 4 INDICATES THAT A DOORWAY IS TO BE INFILLED, THE |
| | BACK OF HOUSE EXIT PASSAGEWAY. PLEASE NOTE COMMON PATH |
| | OF TRAVEL HAS BEEN EXCEEDED FOR MERCANTILE OR ASSEMBLY |
| | OCCUPANCIES AT 75 FEET AND BUSINESS OCCUPANCY AT 100 |
| | FEET. SEE 2017 FBC-B TABLE 1006.2.1 COMMON PATH OF |
| | TRAVEL, (FIRE SPRINKLERED BUILDINGS). |
| | |
| | 4A) IN THE NEW STORAGE SPACE 202 THERE IS A GENERAL KEY |
| | NOTE 6 INDICATING THESE AREAS ARE EXISTING LIGHT |
| | FIXTURES TO REMAIN, IS THIS CORRECT, IT WOULD APPEAR |
| | THIS IS STORAGE BINS THAT MAYBE ON TRACKS, PLEASE |
| | PROVIDE ADDITIONAL INFORMATION AS TO THE USAGE? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4B) IF THE AREA IN QUESTION IS BIN STORAGE AND ON THE |
| | 2ND FLOOR. IT WOULD APPEAR THAT THE STRUCTURAL PLANS |
| | ARE NOT EVALUATING THE FLOOR SLAB LOADS FOR THE STORAGE |
| | OCCUPANCY SINCE ON SHEET S0.1 UNDER THE HEADING LOADING |
| | SCHEDULE THE OCCUPANCY TYPE IS MERCANTILE AND THE LIVE |
| | LOAD IS 80 PSF. SINCE THE NEW PROPOSED STORAGE |
| | OCCUPANCY IS NO LONGER A MERCANTILE SPACE THE LIVE |
| | LOADS SHOULD BE CONSIDERED FOR STORAGE EITHER 125 LBS., |
| | LIGHT OR 250 LBS. HEAVY. SEE TABLE 1607.1 MINIMUM |
| | UNIFORMLY DISTRIBUTED LIVE LOADS 2017 FBC-B. |
| | |
| | 4C)(1) 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS |
| | FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL |
| | OR INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO |
| | EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL BE |
| | CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH |
| | STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT |
| | SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES. |
| | |
| | 4C)(2) 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A |
| | CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 SHALL |
| | NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, REQUIRED BY |
| | SECTION 106.1, HAVE BEEN INSTALLED. |
| | |
| | 4C)(3) 106.3 RESTRICTIONS ON LOADING. IT SHALL BE |
| | UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON |
| | ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION |
| | THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS CODE. |
| | |
| | 5) SHEET S0.1 UNDER DESIGN LOAD PROVIDES ONLY A PORTION |
| | OF THE WIND DESIGN IS GIVEN, 170 MPH, IMPORTANCE FACTOR |
| | 1 AND EXPOSURE D, THE DESIGNER CAN DESIGN TO THE MORE |
| | STRINGENT EXPOSURE, ACTUAL C EXPOSURE. MISSING THE MEAN |
| | ROOF HEIGHT AND ASSOCIATED MULTIPLIERS. ASCE 7-10 TABLE |
| | 30.3.1. |
| | PLEASE CONVERT THE VULT PRESSURES TO VASD SINCE ALL OF |
| | THE PRODUCT APPROVALS ARE IN VASD. 1609.3.1/ ASCE 7-10 |
| | TABLE 30.7-2 PART 4 EXPOSURE C. SHEET A2.2 PROVIDES |
| | PRESSURES, IT IS UNKNOWN HOW THESE PRESSURES WERE |
| | DERIVED SINCE THERE IS NO WIND DESIGN CRITERIA ON THIS |
| | SHEET, NOR IF THEY WERE FIGURED FOR EXPOSURES C OR D |
| | AND WITHOUT THE MEAN ROOF HEIGHT, NOR IF THE PRESSURES |
| | ARE IN VULT OR VASD. |
| | |
| | 6) SUBMIT PRODUCT APPROVALS. 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 DOORS WITH PANIC |
| | HARDWARE AS REQUIRED IN THE DOOR SCHEDULE. |
| | (B) WINDOWS & MULLIONS |
| | |
| | 7) 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.. |
| | |
| | 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. |
| | |
| | 8) IDENTIFY GLAZING/ MULLIONS. 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. |
| | |
| | 9) THE STRUCTURAL SHEETS S2.2 & S2.3 BOTH INDICATE |
| | STRUCTURAL STEEL INSTALLATION AS PART OF THE WORK UNDER |
| | THIS PERMIT. PLEASE PROVIDE CODE COMPLIANCE WITH: |
| | 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. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY. 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 OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | 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] |
| | |
| | |
