| Date |
Text |
| 2002-09-06 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-A)SPECIFY FIREBLOCKING MATERIAL AND |
| | LOCATION AT STAIRS. INCLUDING TOP OF |
| | STAIRS. SEE SEC. 2305.1.4 FBC 2001. |
| | B)PROVIDE GENERAL SPECS FOR REQUIRED |
| | FIREBLOCKING AT ALL CONCEALED SPACES. |
| | SEE SEC. 2305.1.4 FBC 2001. |
| | 3-2ND. FLOOR FRAMING PLAN: DRAFSTOPPING |
| | TO BE LOCATED AT AREAS NOT TO EXCEED |
| | 500 S.F. REVISE AS REQUIRED. SEE SEC. |
| | 2305.2.2 FBC 2001. |
| | 4-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEE SECTION |
| | 2305.4 FBC 2001. |
| | 5-SPECIFY SUPPORTS AND SPACING FOR WWM |
| | IN CONCRETE SLAB. SEE SEC. 1909.3 FBC. |
| | 6-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR A |
| | SEPARATE PERMIT. CITY IMPLEMENTATION |
| | STANDARD FOR HURRICANE MISSILE IMPACT |
| | PROTECTION. |
| | 7-REVISE STAIR KEY NOTE #1. HEIGHT OF |
| | STAIR HANDRAIL TO BE BET. 34" AND 38". |
| | SEE SEC. 1007.5.1 FBC 2001. |
| | 8-SECOND FLOOR FRAMING PLAN: |
| | PROVIDE DETAIL SHOWING HOW DOES USP |
| | HL210 WHICH IS A LIGHT GAUGE PURLING |
| | HANGER IS USED TO HOLD GIRDER TRUSS. |
| | **SEE USP CATALOGUE FOR PROPER LOADS |
| | FOR THIS TYPE OF CONNECTOR. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 9-SECTION 4/S3 IS CALLED 5/S3 ON ROOF |
| | FRAMING PLAN. CLARIFY/REVISE AS REQ'D. |
| | 10-REVISE DETAIL 4/S3 TO SHOW GABLE END. |
| | ***NOTE: GABLE END TO BE DESIGNED AS PER |
| | SEC. 2117 FBC 2001. PROVIDE COMPLETE |
| | DETAIL AND SPECS AND SPECIFY ALL |
| | FASTENERS. |
| | 11-REVISE TRUSS CONNECTOR SCHEDULE TO |
| | MATCH USP PUBLISHED LOADS. |
| | **NOTE: PROVIDE ENGINEERING CALCS FOR |
| | LOADS OTHER THAN THOSE PUBLISHED. |
| | **REMAINDER: 10D NAILS NEED 1 3/4" MIN. |
| | PENETRATION TO GET THE FULL VALUE. DO |
| | NOT MISMATCH NAIL SIZE AND LOADS. |
| | 12-THERE IS NOT CONNECTOR SPECIFIED FOR |
| | ROOF TRUSS WITH CALCULATED UPLIFT LOAD |
| | OF 2537#. |
| | 13-CONNECTOR T-5 DOESN'T RESIST THE |
| | UPLIFT LOAD OF 2369# CALCULATED FOR |
| | ROOF GIRDER TRUSS. SEE ROOF FRAMING |
| | PLAN. |
| | 14-ROOF SHEATHING & NAILING NOTE ON |
| | DWG S3 AND SECTION 4/S3 AND DIAPHRAGM |
| | SCHEDULE HAVE DIFFERENT SPECS. REVISE/ |
| | CLARIFY AS REQUIRED. |
| | **NOTE: KEEP IN MIND THAT MEAN ROOF HT. |
| | BET. 25" AND 35" REQUIRES 8D RING |
| | SHANK NAILS MIN. SEE TABLE 2306.1 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 15-IDENTIFY NAILING ZONES IN ROOF FRAM'G |
| | PLAN. SEE TABLE 2306.1 CITY AMENDMENTS |
| | 16-DESIGN PRESSURES FOR ENTRY DOORS ARE |
| | DIFFERENT ON THE FLOOR PLAN AND THE |
| | EXTERIOR ELEVATION. REVISE/CLARIFY. |
| | 17-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK REQUIREMENTS & REVISE |
| | DETAIL AS REQUIRED. |
| | **NOTE: SPECIFY SIZE FOR WASHERS. |
| | 18-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | INSTALLATION OF DOUBLE 2X BUCK TO |
| | ACCOMMODATE THE ENTRY DOORS. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 19-UPDATE DRAWING C-1: FOUNDATION NOTE |
| | STILL CALLS FOR 0.004 MIL VISQEEN. |
| | NEED 0.006 MIL MIN. SEC. 1909.2 FBC. |
| | 20-UPDATE NOTE #3 SHEET S3. REFERENCE |
| | FBC 2001 OR ASCE 7-98, NOT ASCE 7-93. |
| | 21-SHEET A-4: EXTERIOR ELEVATIONS ARE NO |
| | SHOWN AT 1/4" SCALE. REVISE AS REQ'D. |
| | 22-UPDATE PLUMBING NOTE #6 ON SHEET A-2. |
| | 23-REVIEW NOMENCLATURE USED FOR SECTIONS |
| | AND DETAILS.LETTER AND SHEET NUMBERS |
| | DON'T MATCH. EG: SEE SECTION A/6. ALL |
| | DETAILS ON THIS SHEET SHALL BE A7 NOT |
| | A6. SEE FLOOR PLANS AND SHEET A7. |
| | 24-SPECIFY FIREBLOCKING ON SECTION A/A7. |
| | SEE SEC. 2305.1.4 FBC 2001. |
