| Date |
Text |
| 2018-04-18 10:47:40 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18040367 |
| | ADD: 831 VILLAGE BLVD. SUITE: 305 |
| | CONT: STRATICON LLC. |
| | TEL: 772-210-0200 |
| | E-MAIL: |
| | [email protected]/[email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017WEST 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: WED. APRIL 18/ 2018 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A1.00 INDICATES THE REMOVAL OF THE STOREFRONT |
| | WALL AND DOOR SYSTEM. THE PRESSURES ARE GIVEN IN VASD |
| | (ASSUMED), BUT THE WIND DESIGN WHERE THE PRESSURE WAS |
| | NOT PROVIDED. |
| | |
| | 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: |
| | |
| | 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2) PLEASE PROVIDE THE (2) PRODUCT APPROVALS THE |
| | MIAMI-DADE NOA 14-0225.02 FOR DOORS AND NOA 15-0122.02 |
| | FOR STOREFRONT. |
| | 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. |
| | (C) PANEL WALLS: STOREFRONTS, MULLIONS. |
| | |
| | 3) 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. |
| | |
| | 4) THRESHOLDS 2017 FBC-ACCESS. CODE 404.2.5. |
| | THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH |
| | HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| | DOORWAYS SHALL COMPLY WITH 302 AND 303. |
| | |
| | 5) THERE IS NO FLOORPLAN SHOWING THE NEW STOREFRONT |
| | WINDOW WALL AND DOOR LAYOUT. COMPLIANCE WITH SECTION |
| | 404.2.4.1 SWINGING DOORS OF THE ACCESSIBILITY CODE. |
| | |
| | 2017 FBC-ACCESS CODE 404.2.4.1 SWINGING DOORS AND |
| | GATES. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES |
| | COMPLYING WITH TABLE 404.2.4.1. 18 INCHES PARALLEL TO |
| | THE DOORWAY BEYOND THE LATCH SIDE THE DOOR PULLED TO |
| | YOU. |
| | |
| | 6) SHEET A100, THE FLOOR PLAN MUST STATE THIS SPACE IS |
| | BEING TRANSFORMED INTO A SHELL SPACE. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) 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, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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| | |
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