| 2002-04-15 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02030756 |
| | 9031 SAND PINE LANE |
| | CONT: NLS COMMUNITIES |
| | TEL: (561) 691-1771 |
| | |
| | FL BLDG CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)- PLANS SUBMITTED AFTER FEB. 28, 2001 |
| | SHALL BE DESIGNED TO THE 2001 FLORIDA |
| | BUILDING CODE. |
| | 2)- DESIGN CRITERIA & FOR BUILDING CODE |
| | COMPLIANCE, FL BLDG CODE 1606.1.7 THE IN |
| | FORMATION RELATED TO WIND SHALL BE SHOWN |
| | ON THE CONSTRUCTION DRAWINGS. |
| | 3)- FL BLDG CODE 1909.3 JOINTS (2) |
| | EXCEPTION: CONCRETE SLABS ON GRADE |
| | CONTAINING 6X6 W1.4XW1.4 WELDED WIRE |
| | REINFORCEMENT FABRIC LOCATED IN THE |
| | MIDDLE TO THE UPPER 1/3 OF THE SLAB, |
| | APPROVED MATERIALS OR SUPPORTS AT SPAC- |
| | ING NOT TO EXCEED 3 FT OR IN ACCORDANCE |
| | WITH MANUFACTURES SPEC. |
| | 4)- SHEET A8 DETAIL #9 SEE FL BLDG CODE |
| | 2117.1.1 GABLE ENDWALLS SHALL BE STRUC- |
| | TURALLY CONTINUOUS BETWEEN POINTS OF |
| | LATERAL SUPPORT. |
| | 5)SHEET A-5A SEMCO IS NO LONGER IN BUS- |
| | INESS, UPDATE PLANS, USP 2001 CATALOG |
| | FOR TAPR 216 VALUE IS 1485 LSB FOR |
| | UPLIFT. NOTE WHEN MULTIPLE STRAPS ARE |
| | CLOSER THAN 8" A DERATING SHALL OCCUR. |
| | SEE MANUFACTURES NOTES, PAGE40. |
| | FOR (2) TARP 216 2X 1485=2970X.80%= |
| | 2376 LBS NOT 3900 LBS? |
| | 6)- TAPR222 THE VALUE OF 1485 FOR ONE |
| | STRAP REVISIT THE FIGURES FOR MULTIPLE |
| | STRAPS, LETTER SEALED FROM ENGINEER FOR |
| | USP GIVING THESE VALUES!!!!! |
| | 8)- USP HAS NO RTP 1812? |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
