| Date |
Text |
| 2016-08-30 13:01:42 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER ? PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1. SUBMITTAL HAS ONLY ONE SET OF PLANS. PROVIDE TWO |
| | SETS OF PLANS REVIEWD AND APPROVED BY DESIGN |
| | PROFESSIONAL. |
| | 2. ADDITIONAL PLAN SHEETS 10,12 & 13 OF 15 PROVIDED. |
| | PLEASE CLARIFY. |
| | 3. PROVIDE DETAIL OF RAISED FLOOR AREAS FROM EOR. |
| | 4. PROVIDE ROOF FRAMING PLAN. |
| | 5. PROVIDE WIND DESIGN LOADS FOR NEW ROOFING. |
| | 6. PROVIDE FASTENER SCHEDULE FOR NEW ROOFING. |
| | |
| | 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. SUCH DRAWINGS AND SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH |
| | INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES |
| | SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE |
| | TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE |
| | FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE |
| | NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE |
| | DESIGN. (SEE ALSO SECTION 107.3.5). |
| | |
| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | 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). |
| | |
| | |
