| Date |
Text |
| 2001-06-06 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01050883 |
| | 1329 10TH STREET |
| | O/B TAYLOR, MARLA/ |
| | GREEN, SCOTTY |
| | 820-0145 |
| | ARTHER PATERSON |
| | 842- 1944 |
| | 1)- SBC SSTD 10-97 FOR RESIDENTIAL |
| | BUILDINGS THAT ARE NOT DESIGNED BY A |
| | DESIGN PROFESSIONAL (ARCHITECT OR ENGINE |
| | ER) THE EQUIREMENTS ARE DEEMED TO SATIS- |
| | FY THE WIND LOAD PROVISIONS OF 1606 IN |
| | THE 1997 SBC SUBJECT TO THE LIMITATIONS |
| | IN GENERIC BUILDING GEOMETRY, SITING |
| | LOCATIONS, MATERIALS AND WIND CLIMATE |
| | SET FORTH WITHIN. |
| | |
| | 2)- SSTD 10-97 303.1 MONOLITHIC SLAB |
| | CONFIGURATION, 20" TALL X 12" WIDE. |
| | |
| | 3)- SSTD 10-97 TABLE 205 C IS GIVEN FOR |
| | THE SPACING OFVERTICAL STEEL AND THE |
| | BOND BEAM REQUIREMENTS. |
| | |
| | 4)- SSTD 10-97: 205.8 GIVES THE O/B |
| | 3 OPTIONS FOR TYPE OF BEAM.THE THREE |
| | CHOICES ARE OUTLINED ON PAGES 36/41 |
| | THE MOST COMMONLY USED IN THIS AREA IS |
| | THE BEAM / LINTAL ASSEMBLY. PAGE 41 |
| | INDICATES A 16" BEAM ALL CELLS ARE GROUT |
| | ED ABOVE THE LINTEL & THE AMOUNT OF |
| | STEEL REQUIRED FOR THE PLACEMENT IN THE |
| | LINTEL. |
| | |
| | 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | THERE IS NO DETAIL FOR THE ATTACHMENT OF |
| | WINDOW BUCKS TO THE BLOCK. |
| | |
| | 6)- DISCREPANCIES: THE TRUSS PLAN SHOWS |
| | A DIFFERENT TRUSSED ROOF THAN THE ELEVAT |
| | IONS, THERE IS ALSO A 3'-0" INDINTATION |
| | IN THE EXTERIOR WALL WHICH THE TRUSS |
| | PLAN DOESN'T SHOW CREATING A 5'-0" OVER- |
| | HANG + VERY HIGH UPLIFT VALUES WHICH |
| | WILL NEED TO BE ADDRESSED. |
| | |
| | 7)- THE PLAN DOESN'T INDICATE IF THE |
| | GABLE END IS TO BE WOOD FRAME OR BLOCK, |
| | IF THERE IS TO BE A DROPPED GABLE TO |
| | ALLOW FOR THE 2'-0" OVERHANG? |
| | |
| | 8)- SBC 1606.4.1/1707.4.1 GLAZED OPENING |
| | WILL REQUIRE STORM SHUTTERS THAT MEET |
| | THE LARGE MISSLE IMPACT RESISTANCE TEST- |
| | ING, SBCCI REPORT OR DADE COUNTY ARE |
| | ACCEPTABLE. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
