| Date |
Text |
| 2002-10-30 00:00:00 | SUBMITTAL CHECKLIST: |
| | 1-PROVIDE SOIL TEST REPORT. |
| | 2-STORM SHUTTERS: A)CLARIFY DESIGN PRE- |
| | SSURES. SEE ARCHITECTURAL DWGS. NOTE: |
| | DESIGN PRESSURES LIMITS THE MAX. SPAN |
| | OF PANELS. B)CLEARLY INDICATE ON DWGS |
| | ANCHOR TYPE AND SPACING TO BE USED IN |
| | THIS PROJECT. C)CLARIFY IF USING RAWL |
| | OR CAULK-IN ANCHORS. D)PROVIDE COMPLE- |
| | TE SBCCI PRODUCT APPROVAL REPORT. |
| | 3-ARCHITECT TO CLARIFY DESIGN PRESSURES |
| | CALCULATED FOR ENTRY DOORS. SEE FLOOR |
| | PLAN AND EXTERIOR ELEVATION. |
| | 4-PROVIDE COMPLETE INFORMATION FOR |
| | STRUCTURAL BUCK DETAIL AT GARAGE. |
| | MISSING ANCHOR BOLT SIZE AND WASHER. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 5-REVISED TRUSS ANCHOR SCHEDULE IS NOT |
| | CORRECT. SEE USP CATALOGUE FOR NAIL |
| | TYPE AND CORRESPONDING VALUES OR |
| | PROVIDE ENGINEERING CALCULATIONS FOR |
| | DIFFERENT VALUES. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 6-DETAIL 5/S3 IS NOT GOOD. CONNECTOR |
| | HL210 IS A PURLIN HANGER. IT DOESN'T |
| | RESIST THE CALCULATED LOADS AND IS NOT |
| | INTENDED TO SUPPORT BEAMS. SEE USP |
| | CATALOGUE AND 2ND FLOOR FRAMING PLAN. |
| | REVISE CONNECTION AS REQUIRED. |
| | 7-SPECIFY ROOF TRUSS CONNECTOR @ GIRDER |
| | TRUSS WITH UPLIFT LOAD OF 2537#. |
| | 8-REVISE CONNECTOR (2)TC-6 FOR THE OTHER |
| | ROOF GIRDER TRUSS. USE VALUES OF RE- |
| | REVISED TRUSS ANCHOR SCHEDULE. SEE USP |
| | CATALOGUE. SEC. 104.2.1.2 CITY AMENDM/ |
