| 2002-09-06 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-A)SPECIFY FIREBLOCKING MATERIAL AND |
| | LOCATION @ 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-DRAFSTOPPING TO BE LOCATED FOR AREAS |
| | NOT TO EXCEED 500 S.F. REVISE AS REQ'D |
| | SEE SEC. 2305.2.2 FBC 2001. |
| | 4-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEE SEC. |
| | 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-PROVIDE UPDATED PRODUCT APPROVALS FOR |
| | ALL EXTERIOR DOORS, WINDOWS AND WINDOW |
| | MULLIONS TO BE USED. |
| | 8-REVISE STAIR KEY NOTE #1. HEIGHT OF |
| | STAIR HANDRAIL TO BE BET. 34" AND 38". |
| | SEE SECTION 1007.5.1 FBC 2001. |
| | 9-2ND FLOOR FRAMING PLAN: |
| | PROVIDE DETAIL SHOWING HOW DOES USP |
| | HL210 WHICH IS A LIGHT GAUGE PURLING |
| | HANGER IS USED TO HOLD GIRDER TRUSSES. |
| | 10-SECTION 4/S3 IS CALLED 5/S3 ON ROOF |
| | FRAMING PLAN. CLARIFY/REVISE AS REQ'D. |
| | 11-REVISE DETAIL 4/S3 TO SHOW GABLE |
| | END. ***NOTE: GABLE END TO BE DESIGNED |
| | AS PER SEC. 2117 FBC 2001. PROVIDE |
| | DETAIL WITH COMPLETE SPECS AND SPECIFY |
| | ALL FASTENERS. |
| | 12-REVISE TRUSS CONNECTOR SCHEDULE TO |
| | MATCH USP PUBLISHED LOADS. |
| | **NOTE: PROVIDE ENGINEERING CALCS FOR |
| | LOADS OTHER THAN THE ONES SPECIFIED ON |
| | USP. |
| | **REMAINDER: 10D NAILS NEED 1 3/4" MIN. |
| | PENETRATION TO GET FULL VALUE. |
| | DON'T MISMATCH NAIL SIZE & LOADS. |
| | 13-THERE IS NOT CONNECTOR SPECIFIED FOR |
| | ROOF TRUSS WITH CALCULATED UPLIFT LOAD |
| | OF 2537#. |
| | 14-CONNECTOR T-5 DOESN'T RESIST THE |
| | UPLIFT LOAD OF 2369# CALCULATED FOR |
| | THE ROOF GIRDER TRUSS. REVISE AS REQ'D |
| | 15-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. |
| | 16-IDENTIFY NAILING ZONES IN ROOF FRAM'G |
| | PLAN. TABLE 2306.1 CITY AMENDMENTS. |
| | 17-DESIGN PRESSURES FOR ENTRY DOORS ARE |
| | DIFFERENT ON THE FLOOR PLAN AND EXT. |
| | ELEVATION. REVISE AS REQUIRED. |
| | 18-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK SPECS & REVISE DETAIL |
| | AS REQUIRED. |
| | **NOTE: SPECIFY SIZE OF WASHERS. |
| | 19-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | INSTALLATION OF DOUBLE 2X BUCK TO |
| | ACCOMMODATE THE ENTRY DOORS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 20-UPDATE DRAWING C-1. FOUNDATION NOTE |
| | STILL CALLS FOR 0.004 MIL VISQUEEN. |
| | NEED 0.006 MIL. SEC. 1909.2 FBC 2001. |
| | 21-UPDATE NOTE #3 ON SHEET S3. REFERENCE |
| | FBC 2001 OR ASCE 7-98, NOT ASCE 7-93. |
| | 22-SHEET A4: EXTERIOR ELEVATIONS ARE NOT |
| | SHOWN AT 1/4" SCALE. REVISE AS REQ'D. |
| | 23-SHEET A-2: UPDATE PLUMBING NOTE #6. |
| | REFERENCE FPC 2001, NOT SPC 1994. |
| | 24-SHEET A-7: A)SECT'NA/A6 TO BE SEC. |
| | A/A7. REVISE AS REQUIRED |
| | B)SPECIFY FIREBLOCKING ON SECTION A/A7. |
| | SEC. 2305.1.4 FBC 2001. |
