| Date |
Text |
| 2002-08-26 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-REVISE ENTRY DOORS SIZE TO PROVIDE 32" |
| | MIN. CLEAR OPENING. TABLE 1004 FBC. |
| | 3-WINDOW AT ENTRY PORCH EXCEEDS MAX. % |
| | OF OPENINGS ALLOWED BY TABLE 600 FBC. |
| | 4-SPECIFY FIREBLOCKING MATERIAL AND |
| | LOCATION AT STAIRS. INCLUDING AT TOP |
| | OF STAIRS. SEC. 2305.1.4 FBC 2001. |
| | **NOTE: PROVIDE GENERAL SPECS FOR REQ'D |
| | FIREBLOCKING AT ALL CONCEALED SPACES. |
| | SEC. 2305.1.4 FBC 2001. |
| | 5-SPECIFY DRAFSTOPPING MATERIAL AND |
| | LOCATION @ 2ND FL. FRAMING PLAN AT |
| | AREAS NOT TO EXCEED 500 S.F. SEE SEC. |
| | 2305.2.2 FBC 2001. |
| | 6-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4. |
| | 7-PROVIDE SOIL TEST REPORT. |
| | 8-SPECIFY SUPPORTS AND SPACING FOR WWM |
| | IN CONCRETE SLAB. SEE SEC. 1909.3 FBC. |
| | 9-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM PANELS OR APPLY FOR SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | 10-PROVIDE LEGIBLE PRODUCT APPROVAL AND |
| | DRAWINGS FOR ENTRY DOOR. |
| | 11-REVISE STAIR KEY NOTE#1. HEIGHT OF |
| | STAIR HANDRAIL TO BE BET. 34" & 38" |
| | MAX. SEE SEC. 1007.5.1 FBC 2001. |
| | 12-SECOND FLOOR FRAMING PLAN: |
| | PROVIDE DETAIL SHOWING HOW IS USP |
| | HL210 APPLIED TO SUPPORT THE GIRDER |
| | TRUSSES BY THE STAIRWAY.SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | **NOTE: SEE USP FOR SIZE AND CAPACITY OF |
| | CONNECTOR. |
| | 13-SECTION 4/S3 IS CALLED 5/S3 ON ROOF |
| | FRAMING PLAN. REVISE AS REQUIRED. |
| | **NOTE: REVISE DETAIL 4/S3 TO SHOW GABLE |
| | END. SEE SEC. 2117 FBC 2001 FOR GABLE |
| | END STRUCTURAL CONTINUITY. |
| | 14-NOTE ON BUCKET DETAILS SHEET S2 CALLS |
| | FOR 1/4" WELDING. ALL BUCKET DETAILS |
| | CALL FOR 3/16". REVISE AS REQUIRED. |
| | 15-REVISE TRUSS CONNECTOR SCHEDULE TO |
| | MATCH USP SPECIFICATIONS. PROVIDE |
| | ENGINEERING CALCULATIONS FOR VALUES |
| | OTHER THAN THOSE SPECIFIED BY USP. |
| | 16-SOME CONNECTORS ARE NOT SPECIFIED ON |
| | ROOF FRAMING PLAN. SPECIFY THEM. |
| | 17-CONNECTOR T-5 DOESN'T RESIST UPLIFT |
| | LOADS CALCULATED ON ROOF PLAN. REVISE. |
| | 18-ROOF SHEATHING & NAILING NOTE ON DWG |
| | S3, SECTION 4/S3 & DIAPHRAGM SCHEDULE |
| | HAVE DIFFERENT SPECS. REVISE AS REQ'D. |
| | **NOTE: KEEP IN MIND THAT FOR MEAN ROOF |
| | HT. BET. 25' & 35' NEED TO USE 8D RING |
| | SHANK MIN. SEE TABLE 2306.1 OF CITY |
| | AMENDMENTS TO FBC 2001. |
| | 19-IDENTIFY NAILING ZONES IN ROOF FRAM'G |
| | PLAN. SEE TABLE 2306.1 CITY AMENDMENTS |
| | 20-DESIGN PRESSURES FOR ENTRY DOORS ARE |
| | DIFFERENT ON FL. PLAN & EXT. ELEVATION |
| | 21-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK SPECS & REVISE DETAIL |
| | AS REQUIRED. |
| | 22-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | INSTALLATION OF DOUBLE 2X BUCK FOR |
| | ENTRY DOORS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 23-UPDATE DWG C-1. VISQUEEN TO BE 6 MIL |
| | MIN. SEC. 1909.2 FBC 2001. |
| | **PROVIDE APPLICABLE INTERNAL PRESSURE |
| | COEFFICIENT REQUIRED BY SEC. 1606.1.7 |
| | FBC 2001. |
| | 24-FLOOR PLANS AND EXTERIOR ELEVATIONS |
| | DON'T MATCH. SEE REAR PORCH. |
| | 25-PROVIDE STRUCTURAL 2X BUCK DETAIL FOR |
| | WINDOW MULLION. SEE PRODUCT APPROVAL |
| | 26-UPDATE NOTE #3 ON SHEET S3. REVISE |
| | REFERENCE FOR ASCE 7-93. |
