| Date |
Text |
| 2002-08-26 00:00:00 | CHECKLIST: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | CLARIFICATION OF HOW THE MAIN WIND |
| | FORCE RESISTING SYSTEM (MWFRS) WAS |
| | DESIGNED TO RESIST AND TRANSFER ALL |
| | LOADS THRU FLOOR & CEILING DIAPHRAGMS |
| | CONSIDERING THE DUOBLE CEILING AREA & |
| | THE PARTIAL FLOOR DIAPHRAGM ANCHORED |
| | TO WOOD COLUMNS. SEE SEC. 1606.2.4 FBC |
| | **NOTE: TOP & BOTTOM CONNECTORS AT WOOD |
| | COLS. DO NOT TRANSFER LATERAL LOADS. |
| | SEE USP CATALOGUE. |
| | 2-PROVIDE SOIL TEST REPORT. |
| | 3-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM PANELS OR APPLY FOR SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | 4-PROVIDE PRODUCT APPROVAL FOR SINGLE |
| | HUNG WINDOWS, SLIDING GLASS DOORS AND |
| | WINDOW MULLIONS. |
| | **NOTE: PROVIDE MORE LEGIBLE PRODUCT |
| | APPROVAL FOR GARAGE DOORS AND ENTRY |
| | DOORS FOR FUTURE SUBMITTALS. |
| | 5-SPECIFY FIREBLOCKING MATERIAL AND |
| | LOCATION AT STAIRS. SEE SEC. 2305.1.4 |
| | **NOTE: PROVIDE GENERAL SPECIFICATIONS |
| | FOR FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 6-REVISE FOUNDATION NOTE #1 SHEET C-1. |
| | NEED 6 MIL MIN. VISQUEEN. SEC. 1909.2 |
| | 7-PROVIDE SAFETY GLASS IN WINDOW @ FIRST |
| | FLOOR BATHRM. SEC. 2405.2 FBC 2001. |
| | 8-MISSING SHEET A-6 WITH ALL DETAILS/ |
| | SECTIONS SPECIFIED ON PLANS. |
| | 9-PROVIDE STRUCTURAL DETAIL FOR RECESSED |
| | WINDOWS TO ALLOW FOR STORM SHUTTERS |
| | INSTALLATION. SEE PRODUCT APPROVAL FOR |
| | TRACK TO BE USED AND CONSIDER THE MIN. |
| | EDGE DISTANCE FOR ANCHORS AND GLASS |
| | SEPARATION. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 10-24SH WINDOW AT MASTER BEDROOM DOESN'T |
| | ALLOW 24" MIN. CLEAR HT OPENING. ALSO, |
| | NEED TO HAVE 5.7 S.F. MIN. TOTAL CLEAR |
| | OPENING. SEE SEC. 1005.4.4 FBC 2001. |
| | 11-CHANGE NOTE #1 ON STAIRS KEYNOTES. |
| | HEIGHT OF HANDRAIL TO BE BET. 34" AND |
| | 38" MAX. SEE SEC. 107.5.1 FBC 2001. |
| | 12-SHEET A-7: A)SOME INFORMATION IS OVER |
| | LAPPING. EG AT RISER SPECS. |
| | B)NOTE #9: REVISE SIZE OF LEDGER. SEE |
| | 2ND FL. FRAMING PLAN. ALSO, SEE FRAM'G |
| | PLAN FOR ORIENTATION OF FLOOR TRUSSES |
| | AND REVISE DETAIL 2/A7 AS REQUIRED. |
| | 13-SHEET S-1: A)CLARIFY REINFORCING |
| | SPECIFIED FOR FOOTING F5530. |
| | B)SWITHLINTELS L-9 AND L-17 TO MATCH |
| | OPENINGS. |
| | C)WHERE ARE DETAILS KEYED FOR SHEET A-6? |
| | 14-PROVIDE FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 15-REVISE TRUSS CONNECTOR TO MATCH USP. |
| | SPECS. PROVIDE ENGINEERING CALCS FOR |
| | UPLIFT VALUES DIFFERENT THAN USP. |
| | 16-SHEET S-2: SECTION 1 AND SECTION 2 |
| | HAVE DIFFERENT SPECS FOR CONNECTORS. |
| | CLARIFY/REVISE AS REQUIRED. |
| | 17-ROOF SHEATHING & NAILING STATEMENT & |
| | DIAPHRAGM SCHEDULE HAVE DIFFERENT |
| | SPECS AS WELL. CLARIFY/REVISE AS REQ'D |
| | **IDENTIFY ROOF NAILING ZONES IN ROOF |
| | FRAMING PLAN. |
| | 18-SPECIFY CONNECTORS FOR GIRDER TRUSS |
| | AT GARAGE ROOF FRAMING PLAN. |
| | 19-ENERGY CALCULATIONS: |
| | A)A/C AREA DOESN'T MATCH PLANS. |
| | B)THERE IS NOT ADJACENT WOOD FRAMING. IT |
| | IS ADJACENT MASONRY. |
| | C)OWNER/AGENT TO SIGN BOTTOM OF FORM TOO |
| | 20-SEE PRODUCT APPROVAL FOR WINDOW |
| | MULLION AND PROVIDE DETAIL/SPECS FOR |
| | BUCK ATTACHMENT. |
| | 21-SEE GARAGE DOOR PRODUCT APPROVALS FOR |
| | STRUCTURAL BUCK REQUIREMENTS & REVISE |
| | DETAIL AS REQUIRED. |
