| Date |
Text |
| 2015-11-03 11:58:34 | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | 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). |
| | |
| | PLEASE PROVIDE THE FOLLOWING INFORMATION FOR THE |
| | PROPOSED LIGHT POLES: A) WIND SPEED DESIGN; B) |
| | FOUNDATION & ANCHORAGE. |
| | |
| | 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. |
| | |
| | 1801.1 SCOPE. |
| | THE PROVISIONS OF THIS CHAPTER SHALL APPLY TO BUILDING |
| | AND FOUNDATION SYSTEMS. |
| | 1801.2 DESIGN BASIS. |
| | ALLOWABLE BEARING PRESSURES, ALLOWABLE STRESSES AND |
| | DESIGN FORMULAS PROVIDED IN THIS CHAPTER SHALL BE USED |
| | WITH THE ALLOWABLE STRESS DESIGN LOAD COMBINATIONS |
| | SPECIFIED IN SECTION 1605.3. THE QUALITY AND DESIGN OF |
| | MATERIALS USED STRUCTURALLY IN EXCAVATIONS AND |
| | FOUNDATIONS SHALL COMPLY WITH THE REQUIREMENTS |
| | SPECIFIED IN CHAPTERS 16, 19, 21, 22 AND 23 OF THIS |
| | CODE. EXCAVATIONS AND FILLS SHALL ALSO COMPLY WITH |
| | CHAPTER 33. |
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