| Date |
Text |
| 2016-10-17 13:38:57 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. OCT. 17/2016 |
| | ACTION: DENIED |
| | |
| | 1) 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) 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) 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) 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) 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) 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) 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) 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) 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) 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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