| 2017-06-28 07:31:47 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND |
| | THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON |
| | RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE. |
| | |
| | 1. PROVIDE DESIGN WIND LOADS PER FBC CHPT 16. |
| | FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | 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. 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. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 2. PROVIDE DETAILS FOR ALL WELDED CONNECTIONS. |
| | 3. PROVIDE COPIES OF WELDER CERTIFCATIONS. |
| | 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, |
| | 2208, 2210 AND 2211 (SEE SECTION 2222 FOR HVHZ). |
| | |
| | 4. PROVIDE DETAILS FOR ALL BOLTED CONNECTIONS. |
| | 2204.2 BOLTING. |
| | THE DESIGN, INSTALLATION AND INSPECTION OF BOLTS SHALL |
| | BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE |
| | SPECIFICATIONS LISTED IN SECTIONS 2205, 2206, 2207, |
| | 2210 AND 2211. |
| | |
| | 5. PROVIDE DETAIL OF BRACKET TO POST CONNECTION. |
| | 6. SPECIFY DESIGN OFSPRAYED FIRE-RESISTANT MATERIALS |
| | (SFRM) TO BE USED ON RATED BEAMS. |
| | 7. PROVIDE PRODUCT DATA ON COMPRESSIBLE FILLER USED AT |
| | FRAMED WALL. |
| | 8. PROVIDE FLASHING DETAIL. |
| | |
| | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN |
| | UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT |
| | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED AND MARK VOID. |
| | |
