| Date |
Text |
| 2002-08-20 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 AT ENTRY PORCH EXCEEEDS 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. |
| | SEEE SEC. 2305.1.4 FBC 2001. |
| | 5-SPECIFY DRAFSTOPPING LOCATIONS AND |
| | MATERIAL @ 2ND FL. FRAMING PLAN AS |
| | REQUIRED BY SEC. 2305.2.2 FBC 2001. |
| | **NOTE: FIRESTOPPING TO BE PLACED SO |
| | AREAS DON'T EXCEED 500 S.F. |
| | 6-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 7-PROVIDE SOIL TEST REPORT. |
| | 8-SPECIFY SPACING FOR WWM SUPPORTS. SEE |
| | SECTION 1909.3 FBC 2001. |
| | 9-PROVIDE COMPLETE & CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR A |
| | SEPARATE PERMIT. CITY IMPLEMENTATION |
| | STANDARD FOR HURRICANE MISSILE IMPACT |
| | PROTECTION. |
| | 10-PROVIDE PRODUCT APPROVALS FOR DOORS, |
| | WINDOWS AND WINDOW MULLIONS ASSEMBLIES |
| | AS SHOWN ON PLANS. |
| | 11-REVISE STAIR KEY NOTE #1. HEIGHT OF |
| | STAIR HANDRAILING TO BE BET. 34" & 38" |
| | MAX. SEE SEC. 1007.5.1 FBC 2001. |
| | 12-2ND FLLOR FRAMING PLAN: |
| | REVISE/CLARIFY AND PROVIDE DETAIL FOR |
| | USING USP HL210 HANGERS FOR DOUBLE |
| | GIRDER TRUSSES RESTING ON THE MASONRY |
| | WALL BY THE 2 SIDES OF STAIRWAY. SEE |
| | CONNECTOR SPECS/SIZE ON USP CATALOGUE. |
| | 13-DETAIL 4/S3 DOESN'T APPLY. NEED GABLE |
| | END DETAIL (SEE SEC. 2117 FBC). ALSO, |
| | ROOF FRAMING PLAN CALLS FOR SEC. 5/S3, |
| | NOT 4/S3. CLARIFY/REVISE AS REQUIRED. |
| | 14-NOTE ON BUCKET DETAILS SHEET S2 CALLS |
| | FOR 1/4" WELDING. ALL THE DETAILS CALL |
| | FOR 3/16" WELDING. CLARIFY/REVISE. |
| | 15-REVISE TRUSS CONNECTOR SCHEDULE: |
| | # OF NAILS AND UPLIFT LOADS SPECIFIED |
| | DON'T MATCH THOSE ON USP CATALOGUE. |
| | PROVIDE ENGINEERING CALCULATIONS FOR |
| | LOADS DIFFERENT THAN THOSE SPECIFIED |
| | ON USP CATALOGUE. |
| | **NOTE: SEE USP LIMITATIONS WHEN USING |
| | DOUBLE ANCHORS AND CONNECTORS ARE LESS |
| | THAN 8" APART. |
| | 16-SOME CONNECTORS ARE NOT SPECIFIED ON |
| | ROOF FRAMING PLAN. SPECIFY THEM. |
| | 17-REVISE CONNECTOR TC-5. IT DOESN'T |
| | RESIST THE UPLIFT LOADS CALCULATED ON |
| | ROOF FRAMING PLAN. |
| | 18-ROOF SHEATHING NOTE (DWG S3), SECTION |
| | 4 OF S3 AND DIAPHRAGM SCHEDULE HAVE |
| | DIFFERENT SPECS FOR ROOF SHEATHING |
| | FASTENERS. REVISE AS REQUIRED. |
| | 19-SHOW NAILING ZONES IN ROOF FRAMING |
| | PLAN. SEE TABLE 2306.1 CITY AMENDMENTS |
| | TO FBC 2001. |
| | 20-DESIGN PRESSURES FOR ENTRY DOORS ARE |
| | DIFFERENT ON THE FLOOR PLAN AND ON EXT |
| | ELEVATION. REVISE AS REQUIRED. |
| | 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. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 23-UPDATE DRAWING C-1 AS WELL. |
| | |
| | QUESTION? |
| | IS THERE ANY REASON WHY THESE PLANS ARE |
| | SHOWING GARAGE ON THE RIGHT HAND SIDE, |
| | BUT SURVEY SHOWS GARAGE ON THE OTHER |
| | SIDE?.(LOT 76 IS THE SAME MODEL AND ALL |
| | DWGS SHOW GARAGE ON LEFT HAND SIDE). |
