| Date |
Text |
| 2002-08-22 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-REVISE ENTRY DOORS SIZE TO PROVIDE THE |
| | 32" MIN. CLEAR OPENING REQUIRED BY |
| | TABLE 1004 FBC 2001. |
| | 3-WINDOW @ ENTRY PORCH EXCEEDS MAX. % |
| | OF OPENINGS ALLOWED BY TABLE 600 FBC. |
| | 4-SPECIFY FIREBLOCKING MATERIALS 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. |
| | SEE SEC. 2305.1.4 FBC 2001. |
| | 5-SPECIFY DRAFTSTOPPING LOCATIONS AND |
| | MATERIAL @ 2ND FL. FRAMING PLAN AS |
| | REQUIRED BY SEC. 2305.2.2 FBC 2001. |
| | **NOTE: FIRESTOPPING TO BE PLACE AT |
| | AREAS NOT TO EXCEED 500 S.F. |
| | 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 PRODUCT APPROVAL FOR DOORS, |
| | WINDOWS AND WINDOW MULLIONS ASSEMBLIES |
| | 11-REVISE STAIR KEY NOTE #1. HEIGHT OF |
| | STAIR HANDRAILS TO BE BET. 34" & 38" |
| | MAX. SEE SEC. 1007.5.1 FBC 2001. |
| | 12-SECOND FLOOR FRAMING PLAN: |
| | PROVIDE DETAIL SHOWING HOW USP HANGER |
| | HL210 IS APPLIED ON GIRDER TRUSSES |
| | RESTING ON THE MASONRY WALL BY THE 2 |
| | SIDES OF STAIRWAY. SEE USP CATALOGUE |
| | FOR SIZE OF HANGER AND LOAD CAPACITY. |
| | 13-SECTION 4 OF S3 IS CALLED 5/S3 ON |
| | ROOF PLAN. REVISE AS REQUIRED. |
| | 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: |
| | SEE USP CATALOGUE FOR CALCULATED LOADS |
| | ACCORDING TO TYPE AND # OF NAILS USED. |
| | 16-SOME CONNECTORS ARE MISSING ON ROOF |
| | FRAMING PLAN. SPECIFY AS REQUIRED. |
| | 17-CONNECTOR TC-5 DOESN'T RESIST UPLIFT |
| | LOADS CALCULATED ON ROOF PLAN. REVISE |
| | AS REQUIRED. |
| | 18-ROOF SHEATHING & NAILING NOTE ON DWG |
| | S3, SECTION 4 OF S3 AND DIAPHRAGM |
| | SCHEDULE HAVE DIFFERENT SPECS. |
| | **NOTE: KEEP IN MIND THAT FOR MEAN ROOF |
| | HEIGHT BET. 25' & 35' NEED TO USE 8D |
| | RING SHANK MIN. AS REQUIRED BY TABLE |
| | 2306.1 CITY AMENDMENTS TO FBC 2001. |
| | 19-SHOW NAILING ZONES IN ROOF FRAMING |
| | 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 AND REVISE |
| | DETAIL AS REQUIRED. |
| | 22-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | ATTACHMENT OF DOUBLE 2X BUCK FOR ENTRY |
| | DOOR INSTALLATION. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 23-UPDATE DWG C-1: FOUNDATION NOTE #1 |
| | STILL CALLS FOR 0.004 MIL VISQUEEN. |
| | NEED 0.006 MIL MIN. SEC. 1909.2 FBC. |
| | |
| | |
| | NOTE: |
| | EXTERIOR ELEVATIONS ON SHEET A-4 ARE |
| | NOT SHOWN ON 1/4" SCALE. |
