| Date |
Text |
| 2002-09-17 00:00:00 | CHECKLIST: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS |
| | SHOWING HOW THE FLOOR & ROOF DIAPHRAGM |
| | TRANSFER ALL LOADS CONSIDERING THE |
| | DOUBLE CEILING AREA AND FLOOR WOOD |
| | COLUMNS SUPPORTS WITH TOP AND BOTTOM |
| | CONNECTORS THAT DON'T PROVIDE RESIS- |
| | TANCE TO LATERAL FORCES. SEC. 1606.2.4 |
| | FBC 2001 AND SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 3-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS. SEE LIMITATIONS ON |
| | PRODUCT APPROVAL SUBMITTED. |
| | 4-PROVIDE LEGIBLE PRODUCT APPROVAL FOR |
| | GARAGE DOORS. |
| | 5-SPECIFY FIREBLOCKING MATERIAL & LOCA- |
| | TION AT STAIRS. SEE SEC. 2305.1.4 FBC. |
| | 6-PROVIDE GENERAL SPECS FOR REQUIRED |
| | FIREBLOCKING AT ALL CONCEALED SPACES. |
| | SEC. 2305.1.4 FBC 2001. |
| | 7-SHEET C-1: REVISE FOUNDATION NOTE. USE |
| | 0.006 MIL VISQUEEN. SEC. 1909.2 FBC. |
| | 8-PROVIDE SAFETY GLASS IN WINDOW AT 1ST. |
| | FLOOR BATHROOM. SEC. 2405.2 FBC 2001. |
| | 9-PROVIDE STRUCTURAL DETAIL FOR RECESSED |
| | WINDOWS TO ALLOW FOR STORM SHUTTERS |
| | INSTALLATION. SEE PRODUCT APPROVAL FOR |
| | REQUIRED ENGINEERING. |
| | 10-24SH WINDOW AT MASTER BEDROOM DOESN'T |
| | ALLOW 24" MIN. CLEAR HEIGHT AND 5.7S.F |
| | MIN. CLEAR OPENING. SEC. 1005.4.4 FBC. |
| | 11-REVISE NOTE #1 ON STAIR KEY NOTES. |
| | HEIGHT OF HANDRAIL TO BE BET. 34" AND |
| | 38" HIGH MAX. SEE SEC. 1007.5.1 FBC. |
| | 12-SHEET A-7: A)SOME INFORMATION IS OVER |
| | LAPPING. B)NOTE #9: REVISE SIZE OF |
| | LEDGER. SEE 2ND. FLOOR FRAMING PLAN. |
| | C)REVISE HANDRAIL HEIGHT ON STAIR |
| | SECTION AS WELL. |
| | 13-SHEET S-1: A)CLARIFY REINFORCING FOR |
| | FOOTING F5530. B)LINTEL SCHEDULE DOES |
| | NOT MATCH PLANS. REVISE AS REQUIRED. |
| | 14-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 15-REVISE TRUSS CONNECTOR SCHEDULE TO |
| | MATCH USP PUBLISHED VALUES OR PROVIDE |
| | ENGINEERED CALCS FOR DIFFERENT VALUES. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 16-SHEET S-2: SECTION 1 AND SECTION 2 |
| | HAVE DIFFERENT SPECS. REVISE AS REQ'D |
| | 17-ROOF SHEATHING & NAILING STATEMENT & |
| | DIAPHRAGM SCHEDULE HAVE DIFFERENT |
| | SPECS. CLARIFY/REVISE AS REQUIRED. |
| | 18-IDENTIFY ROOF NAILING ZONES. TABLE |
| | 2306.1 CITY AMENDMENTS TO FBC 2001. |
| | 19-SPECIFY CONNECTORS FOR GIRDER TRUSS |
| | AT GARAGE ROOF FRAMING PLAN. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 20-REVISE ENERGY CALCULATIONS: |
| | A)THERE IS NOT ADJACENT FRAMING, BUT |
| | ADJACENT MASONRY. |
| | B)OWNER/AGENT TO DATE BOTTOM OF FORM |
| | WHEN SIGNING IT. |
| | 21-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK REQUIREMENTS & REVISE |
| | DETAIL AS REQUIRED. |
| | SPECIFY SIZE OF WASHER. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 22-SHEET S-1: CLARIFY TYP. DETAIL AT |
| | BOND BEAM ELEVATION CHANGE. IS IT 1#7 |
| | OR 1#5. SEE BB SPECS.SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 23-SHEET A-2: UPDATE PLUMBING NOTE. USE |
| | FPC 2001. |
| | 24-SPACY SPACING FOR WWM SUPPORTS IN |
| | CONCRETE SLAB. SEC. 1909.3 FBC 2001. |
| | 25-ROOF FRAMING PLAN: SOME CONNECTORS |
| | DON'T RESIST THE UPLIFT LOADS THAT |
| | WERE CALCULATED FOR GIRDER TRUSSES. |
| | SEE CONNECTORS TC-5 AND TC-6. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
