| Date |
Text |
| 2003-07-09 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03051786 |
| | ADD: 2415 CURLEY CUT |
| | CONT: SIERRA CONST |
| | TEL: (561)616-9686 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY:FLOOR AREA, PLANS VS. ENERGY |
| | CALCULATIONS. |
| | |
| | 2)R-3 EGRESS DOOR/ 32" CLEAR: |
| | 1003.2.1. THE WIDTH OF THE MEANS OF |
| | EGRESS SHALL BE DETERMINED FROM THE |
| | OCCUPANTS SERVED IN ACCORDANCE WITH |
| | TABLE 1004.R-3 MINIMUM CLEAR OPENING OF |
| | EXIT DOOR IS 32". 1012.1.1 EGRESS DOORS |
| | USED IN THE EXIT ACCESS SHALL PROVIDE A |
| | CLEAR OPENING OF NOT LESS THAN 32" WIDE. |
| | 1012.1.7 REQUIRED EXIT DOORS SHALL BE |
| | OPENABLE FROM THE INSIDE WITHOUT THE USE |
| | OF A KEY OR TOOL, OR SPECIAL KNOWEDGE OR |
| | EFFORT. MANUALLY OPERATED FLUSH BOLTS OR |
| | SURFACE BOLTS ARE PROHIBITED. ALL HARD- |
| | WARE MUST BE DIRECT ACTING REQUIRING NO |
| | MORE THAN ONE OPERATION. |
| | |
| | 3) ZERO LOT LINE, GLASS BLOCK: TABLE |
| | 600, ZERO % OPENING WALL RATING 1HR |
| | FOR GLASS BLOCK, NOT 3/4 HR OPENING PRO- |
| | TECTIVES. |
| | |
| | 4)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | (2) THE WIND IMPORTANCE FACTOR IS |
| | ACTUALLY A "B" DROPPING THE REQUIRED |
| | PRESSURES, SOME MODELS THIS EFFECT THE |
| | PRODUCT APPROVALS!!!!SEE DOOR# 6. |
| | (4) MISSING THE INTERNAL PRESSURE |
| | COEFFICIENT +- .18 |
| | |
| | 6)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | THE CONNECTOR SCHEDULE, VALUES HIGH |
| | FOR THE : |
| | SIMPSONHETAL 201365 NOT 1890 |
| | SIMPSONLTS 16720 NOT775 |
| | |
| | 7) STORM SHUTTERS: |
| | A) KEY PLAN |
| | B) BOTTOM FASTENER CAULK-IN, THE VALUE |
| | TAKEN IS FOR CONCRETE, NOT CEMENT BLOCK! |
| | THIS FASTENER MAY NOT BE USED IN BLOCK, |
| | OR IF THIS IS USED IN FILLED CELL, THE |
| | CAULK-IN MUST BE IN 2500 PSI CONCRETE |
| | (FILLED CELL). OTHER ALTERNATIVE IS A |
| | DIFFERENT FASTENER FOR BLOCK. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
