| Date |
Text |
| 2017-05-30 07:20:51 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16090560 |
| | ADD: 600 OKEECHOBEE BLVD. |
| | CONT: HEDRICK BROTHERS |
| | TEL: 561-267-1309 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: TUES.MAY 30/2017 |
| | ACTION: DENIED |
| | |
| | 1) 2ND REOUND COMMENTS. SHEET S0.1 THE TABLE OF |
| | PRESSURES IS STILL LOW, THE BUILDING HEIGHT FOR THE |
| | PRESSURES IS NOT GIVEN. THE PRESSURES FROM WHEN THE |
| | BUILDING WAS BUILT ARE OVER 1.5 PSF THE PRESSURES GIVEN |
| | IN THIS REVIEW. ENG. FRANK BENNARDOS PRESSURES ARE |
| | ONLY0.3 PSF HIGHER THAN THE GIVEN PRESSURES UNDER WHICH |
| | THE BUILDING WAS BUILT FOR 140 FEET IN ELEVATION. THE |
| | 2ND DIFFERENCE IN THE ORIGINAL BUILDING DESIGN THE EDGE |
| | STRIP AND CORNER STRIP WAS 24 FEET, NOT THE 22 FEET |
| | INDICATED IN THIS REVIEW. PLEASE PROVIDE HOW THE |
| | PRESSURES AND EDGE AND CORNER STRIP CAN VERY SO MUCH TO |
| | (2) OTHER ENGINEERS FOR THE SAME BUILDING? |
| | |
| | 1ST ROUND OF COMMENTS. SHEET S0.1 INDICATES PRESSURES |
| | FOR THIS BUILDING. THERE IS A TABLE FOR COMPONENTS AND |
| | CLADDING FOR PRESSURES FOR BUILDINGS GREATER THAN 60 |
| | FT. THE TABLE ITSELF IS NOT IDENTIFIED? THE DESIGN |
| | CRITERIA INDICATES ASCE 710 170 VULT/ EXPOSURE D. |
| | PLEASE NOTE THE PRESSURES ARE LOW WHEN COMPARED TO ASCE |
| | 7-10 TABLE 30.7.2 COMPONENTS AND CLADDING PART 4 / V= |
| | 160-200 MPH/ VULT/ H=90-160. PLEASE NOTE THE PROVIDED |
| | PRESSURES ARE EVEN LOWER THAN THE PRESSURES PREFORMED |
| | IN THE WIND TUNNEL TESTING FOR THIS BUILDING. |
| | |
| | 2) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 2014 |
| | FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | D) ROOFING PRODUCTS AND ASSEMBLIES/ INSULATION/ ROOF |
| | TOP FANS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 3)BUILDING PROVISO: FBC 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.. |
| | |
| | 4)2ND REQUEST. NANA WALL NOA 15-0226.05 SHEET 7 OF 8 |
| | ADA SILL DETAIL INDICATES WHEN AN ADA/ FLUSH SADDLE IS |
| | USED, THESE DOORS ARE NOT APPROVED FOR USE WHERE WATER |
| | INFILTRATION RESISTANCE IS REQUIRED BY THESE DOORS |
| | UNLESS UNITS ARE INSTALLED IN NON-HABITABLE AREAS WHERE |
| | THE UNITS AND THE AREAS ARE DESIGNED TO ACCEPT WATER |
| | INFILTRATION OR THEY ARE INSTALLED ONLY AT LOCATIONS |
| | PROTECTED BY A CANOPY OR OVERHANG WHERE BY THE OVERHANG |
| | (OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. |
| | |
| | 1ST ROUND OF COMMENTS. THE NANA WALL SYSTEM PLEASE |
| | PROVIDE THE HEIGHT OF THE BOTTOM TRACK AND WILL THE |
| | BOTTOM TRACK BE IN COMPLIANCE WITH BOTH ACCESSIBILITY |
| | AND THE REQUIRED PRESSURES FOR THIS BUILDING? ACCESS. |
| | CODE 404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN |
| | LEVEL AT DOORWAYS SHALL COMPLY WITH 404.2.5. 404.2.5 |
| | THRESHOLDS. |
| | THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH |
| | (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN |
| | LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303. |
| | EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19 |
| | MM) HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE |
| | WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED |
| | TO COMPLY WITH 404.2.5. |
| | |
| | 5)BUILDING PROVISO: SHEET A1.1 SHOWS A NEW A/C STAND |
| | PLEASE PROVIDE COMPLIANCE WHEN SUBMITTING THE ROOF TOP |
| | STAND PRODUCT APPROVAL, PLEASE IDENTIFY THE CALCULATION |
| | OF THE AREA OF THE ROOF TOP COMPRESSORS, THE MEAN ROOF |
| | HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED |
| | THE DESIGN PARAMETERS IN THE TABLES , ANCHORS AND |
| | UPLIFT VERSES MOMENT. |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 6) COMPLIED. PLEASE SHOW COMPLIANCE WITH 2014 FBC-B |
| | 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING |
| | ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT |
| | A HEIGHT EXCEEDING 16 FEET), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH |
| | ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS |
| | GREATER THAN 30 INCHES HIGH. |
| | |
| | 7) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO |
| | PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD |
| | OPERATOR PERFORMANCE QUALIFIACTION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B |
| | 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND |
| | TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND |
| | QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE |
| | REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS |
| | 2205, 2206, 2207, 2210 AND 2211. |
| | |
| | 8)SEMI-COMPLIED. THE LIFESAFETY SHEET LS1.0 SHOWS THE |
| | TABLE AND CHAIR LAYOUT INSIDE, NO SEATING IS SHOWN ON |
| | THE EXTERIOR OF THE BUILDING, PLEASE PROVIDE COMPLIANCE |
| | WITH THE 2014 FL. ACCESSIBILITY CODE: |
| | |
| | 8A) 2ND REQUEST. THE OUTSIDE SEATING AREA HAS 78 SEATS. |
| | 78 X 0.05= 3.9 OR 4 ACCESSIBLE SEATS NEED TO BE SHOWN |
| | ON THE PLAN. THE PLAN ONLY SHOWS 3 OUTDOOR SEATS. |
| | |
| | 1ST ROUND OF COMMENT. 226.1WHERE DINING SURFACES ARE |
| | PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST |
| | 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT |
| | THE DINING SURFACES SHALL COMPLY WITH 902. IN ADDITION, |
| | WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN |
| | EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH 902. |
| | |
| | 8B) 226.2 DISPERSION. DINING SURFACES REQUIRED TO |
| | COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE |
| | OR FACILITY CONTAINING DINING SURFACES. |
| | |
| | 8C) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 8D) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK |
| | SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34 |
| | INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 9) 2ND REQUEST. APPROXIMATELY 488 SQUARE FEET OF |
| | INTERIOR A/C AREA IS BEING ADDED TO THE BUILDING, MAY |
| | REQUIRE IMPACT FEE ASSESSMENT. |
| | BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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