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 |