| 2016-05-06 10:15:25 | 1ST REVIEW: FBC 2014 5TH ED |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-7918 |
| | [email protected] |
| | |
| | 1. PROVIDE SITE PLAN/SURVEY SHOWING LOCATION OF |
| | STRUCTURE. |
| | 2. PROVIDE FOUNDATION PLAN. |
| | 3. PROVIDE WIND LOAD ENGINEERING. |
| | 4. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS. |
| | |
| | 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). |
| | |
| | 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). |
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| | |