| Date |
Text |
| 2019-07-15 08:49:59 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19050931 |
| | ADD: 2478 METROCENTRE BLVD. E |
| | CONT: BLUEFIN CONSTRUCTION, INC. |
| | TEL: 954-428-1011 |
| | 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: MON. JULY 15/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET G001: |
| | |
| | 1A) PLEASE UPDATE CODE REFERENCE MAXIMUM COMMON PATH OF |
| | TRAVEL THE PLANS REFERENCE TABLE 1014.3. IN THE 2017 |
| | FBC-B COMMON PATH OF TRAVEL IS FOUND IN SECTION 106.2.1 |
| | AND TABLE 1006.2.1. |
| | |
| | 1B) PLEASE UPDATE THE CODE REFERENCE FOR THE MAXIMUM |
| | TRAVEL DISTANCE. THE COVERSHEET REFERENCES TABLE |
| | 1016.2. IN THE 2017 FBC-B THE MAXIMUM TRAVEL DISTANCES |
| | ARE FOUND IN TABLE 1017.2 OF THE 2017 FBC-B. PLEASE |
| | UPDATE THE CODE REFERENCES. |
| | |
| | 1C) PLEASE UPDATE THE CODE REFERENCES FOR MINIMUM |
| | CORRIDOR WIDTH, THE PLANS STATE SECTION 1018.2. IN THE |
| | 2017 FBC-B SECTION 1020.2 & TABLE 1020.2 WOULD BE THE |
| | SECTIONS TO REFERENCE. |
| | |
| | 1D) THE COVERSHEET ALSO LIST DEAD ENDS FOUND IN SECTION |
| | 1018.4. IN THE 2017 FBC-B DEAD ENDS ARE FOUND 1020.4. |
| | PLEASE UPDATE PLANS TO THE 2017 FBC-B. |
| | |
| | 1E) PLEASE ALSO UPDATE THE CODE REFERENCE FOR THE NO. |
| | OF EXITS, SECTION 1021. IN THE 2017 FBC-B THE NUMBER OF |
| | REQUIRED EXITS OR EXIT ACCESS DOORWAYS IS FOUND UNDER |
| | SECTION & TABLE 1006.2.1. |
| | |
| | 1F) THE NUMBER OF REQUIRED EXITS OR EXIT ACCESS TO |
| | EXITS PER STORY IS FOUND IN SECTION & TABLE 1006.3.1. |
| | |
| | 1G) IT IS ASSUMED THAT THIS IS A NON-SPRINKLERED |
| | BUILDING WITH THE VARIOUS DISTANCES GIVEN IN THE ABOVE |
| | TABLES. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) SHEET 004-A121 THE FLOOR PLAN INDICATES THE CORRIDOR |
| | BUT THE LENGTH IS NOT GIVEN. WHEN THE PLANS ARE |
| | CALIBRATED FOR MEASUREMENTS THE LENGTH OF THE DEAD END |
| | CORRIDOR IS APPROXIMATELY 28 FEET. IT IS ASSUMED THIS |
| | IS A NON-SPRINKLERED BUILDING LIMITING THE LENGTH OF A |
| | DEAD END CORRIDOR TO 20 FEET. THE LIFE SAFETY SHEET |
| | DOES NOT INDICATE WITH AN EXIT DIRECTIONAL GOING |
| | THROUGH THE STORAGE ROOM AND THIS IS CORRECT SINCE |
| | SECTION 1016.2 EGRESS THROUGH INTERVENING SPACES DOES |
| | NOT ALLOW EGRESS THROUGH STORAGE ROOMS. THE EXIT SIGN |
| | WITHIN THE STORAGE ROOM IS CORRECT SINCE IT IS ONLY FOR |
| | THIS ROOM. |
| | |
| | 3) PLEASE PROVIDE AN EXPLANATION OF WHERE THE INTERIOR |
| | AND EXTERIOR OF THE BUILDING IS IN RELATION TO THE |
| | NORTH WALL WITH WINDOWS, DOORS AND OVERHEAD EXTERIOR |
| | DOOR. BOTH THIS AREA AND THE OPPOSITE SIDE OF THE |
| | TENANT SEPARATION WALL ARE BOTH SHADED WITH THE SAME |
| | GRAY. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) SHEET A405 ADA STANDARDS NEED TO UPDATE THE HEIGHT |
| | OF GRAB BARS TO THE 2017 FBC-ACCESSIBILITY CODE SECTION |
| | 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE |
| | INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM |
| | AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED |
| | TO THE TOP OF THE GRIPPING SURFACE, NOT CENTERLINE. |
| | |
| | 5) SHEET A410 DETAILS THE INTERIOR ELEVATIONS & DETAIL |
| | D CABINET BASE @ MICROWAVE SHELF. IN BOTH DETAILS THEY |
| | SHOW THE BOTTOM OF THE SHELF THAT HOLDS THE MICROWAVE |
| | ARE LOCATED 4 FEET 10 INCHES ABOVE THE FINISH FLOOR. |
| | PLEASE CORRECT THE PLANS TO SHOW COMPLIANCE WITH THE |
| | 2017 FBC-ACCESSIBILITY CODE SECTIONS: |
| | |
| | 5A) 308 REACH RANGES. 308.2 FORWARD REACH. / 308.2.1 |
| | UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | |
| | 5B) 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS |
| | SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES |
| | SPECIFIED IN 308. 309.4 OPERATION. OPERABLE PARTS SHALL |
| | BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT |
| | GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE |
| | REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS |
| | MAXIMUM. |
| | |
| | 6) THE MECHANICAL PLANS M-2.1 NOTE 14 INDICATE THE |
| | INSTALLATION OF A A/C STAND ON THE ROOF. PLEASE PROVIDE |
| | COMPLIANCE WITH: |
| | 2017 FBC-B 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)(G) PRE-ENGINEERED A/C STANDS |
| | |
| | 6A) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | 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.. |
| | |
| | 6B) THE ROOF TOP A/C STAND PRODUCT APPROVAL A |
| | MIAMI-DADE NOA # 17-1218.02 WAS INDICATED ON SHEET |
| | M2.1. THIS NOA NEEDS TO BE REVIEWED BY THE DESIGNER OF |
| | RECORD. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS |
| | CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP |
| | COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF |
| | HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED |
| | THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT |
| | VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND |
| | TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY |
| | THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO |
| | THE BUILDING DEPARTMENT. |
| | |
| | 7) 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: |
| | |
| | 7.1. 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. |
| | |
| | 7.2. RISK CATEGORY. |
| | |
| | 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 7.5. 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. |
| | |
| | 8) 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. |
| | |
| | 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: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
