| Date |
Text |
| 2004-08-23 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04030467 |
| | ADD: 4500 S DIXIE HWY |
| | CONT: ANDERSON MOORE |
| | TEL: (561)662-1819 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | REVISION# 3 |
| | ACTION: DENIED |
| | |
| | 1) THRESHOLD BUILDING: ALL DOCUMENTS |
| | SUBMITTED TO THE BUILDING DEPARTMENT FOR |
| | A THRESHOLD BUILDING REQUIRE (3) SETS, |
| | ONLY (2) WERE SUBMITTED. |
| | |
| | 2) SHEET S-8- CONCERNS WITH DETAIL SEC- |
| | TION DETAIL "V". THRESHOLD INSPECTOR |
| | JOE WAGNER HAS ADDRESSED HIS CONCRNS |
| | ABOUT THE DOUBLE BAR JOIST AT THE NEW |
| | EXTENSION OF THE MEZZANINE. PLEASE PRO- |
| | VIDE DETAILS AS HOW THESE MEMBERS WILL |
| | WORK AS A SINGLE BEAM AND NOT AS INDIVID |
| | UAL MEMBERS. |
| | A SECOND CONCERN IS THE GLASS GUARD- |
| | RAIL, THE BAR JOIST, IF THE (GIRDER) IS |
| | NOT FUSED TO MAKE A SINGLE MEMBER THE |
| | WEIGHT OF THE HAND RAIL WILL BE ON THE |
| | OUTSIDE BAR JOIST WHICH WILL BE CARRYING |
| | A HEAVIER LOAD. |
| | THE ORIGINAL PLANS DO INDICATE A FLOOR |
| | LOAD OF 50 LBS LIVE LOAD WHICH IS IN |
| | LINE WITH TABLE 1604.1. THE ISSUE OF |
| | LIVE LOAD FOR THE AISLES HAS NOT. THE |
| | SAME TABLE 1604.1. ESTABLISHES A 100 LBS |
| | LIVE LOAD FOR EXIT AISLES. PROVIDE CALCU |
| | LATIONS FOR THE FRONT MEZANINE AISLES |
| | AND FOR THE SECONARY AISLES THAT SERVICE |
| | THE MEZANINE SEATING AREA. |
| | |
| | 3) THE NEXT CONCERN IS THE NEW COLUMN & |
| | LINTEL AT THE FOOT OF THE STAIRS. S-10 |
| | INDICATES NEW COLUMNS ONTO THE EXISTING |
| | FOUDATION AND STEM WALL. DOES THE EXIST- |
| | ING FOUDATION DESIGN PROVIDE ENOUGH |
| | BEARING STRENGTH FOR THE POINT LOADING. |
| | THE OTHER CONCERN IS TO "FILL CELLS |
| | (3 MIN) WITH CONCRETE". DOES THIS NOTA- |
| | TION MEAN 3 CELLS VERTICALLY OR HORIZON- |
| | TALLY? AT WHAT PSI? PROVIDE 4-5/8" DIA. |
| | ANCHOR BOLTS? LENGHT. |
| | THE NEXT ISSUE IS THE LINTEL DETAIL |
| | AT THE SAME COLUMN. THE 4"X4" STEEL |
| | ANGLE SHOWS A ANGLE AT THE EXISTING COL- |
| | UMN WHERE THE ANGLE CAN'T CONTINUE INTO |
| | THE BLOCK TO GET A SEAT. NO INFORMATION |
| | HAS BEEN PROVIDED FOR ANCHORING INTO THE |
| | EXISTING COLUMN. SINCE THIS IS A EXTER- |
| | IOR MASONARY WALL HAS UPLIFT BEEN ADD- |
| | RESSED. |
| | |
| | 4) STRUCTURAL PLANS S-6 INDICATE THE USE |
| | OF TIMBER PURLINS, NO SIZE PROVIDED ONLY |
| | THE NOTE SEE PLANS, WHERE? |
| | |
| | 5)S-2 PLANS INDICATE B-1 TO BE A 24"X18" |
| | BUT THE INSPECTOR INDICATED THE BEAM HAS |
| | BEEN REDUCED BY 10", IS THERE ADDITIONAL |
| | STEEL OR A REPOSITIONING OF STEEL? |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
