| Date |
Text |
| 2002-08-23 00:00:00 | CHECKLIST: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | EXTERIOR MASONRY WALL WITH VERTICAL |
| | REINFORCEMENT AT 8'-0"O.C. TIED TO THE |
| | BOND BEAM TO VERIFY FOR LATERAL STABI- |
| | LITY (SEC. 2105 FBC 2001) AND LATERAL |
| | SUPPORT (SEC. 2107 FBC). |
| | 2-PROVIDE COMPLETE DETAILS AND SPECS FOR |
| | CONSTRUCTION OF GABLE END TRUSSES AT |
| | FRONT OF ELEVATION SHOWING HOW ARE THE |
| | GABLE ENDS STRUCTURALLY CONTINUOUS. |
| | SEE SEC. 2313.4 FBC 2001. |
| | **NOTE: CLARIFY WHY BLOCKING AT FRONT |
| | GABLE ENDS IS SHOWN ONLY PARTIALLY |
| | AND NOT ALL THE WAY TO THE ENDS OF |
| | GABLE ENDS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 3-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 4-DWG C-1: REVISE NOTE #1. NEED 0.006 |
| | MIL VISQEEN MIN. SEC. 1909.2 FBC 2001. |
| | 5-SPECIFY INTERNAL PRESSURE COEFFICIENT |
| | AS REQ'D BY SEC. 1606.1.7 FBC 2001. |
| | 6-SHEET A-1: UPDATE GENERAL NOTE #6. |
| | USE FPC 2001. |
| | 7-THERE IS NOT SECTION A/A-3. IT SHOULD |
| | BE SECTION B/A-3. REVISE AS REQUIRED. |
| | 8-PROVIDE SOIL TEST REPORT. |
| | 9-WINDOW (E) IN BATHROOM #2 TO BE SAFETY |
| | GLASS. SEC. 2405.2.1 FBC 2001. |
| | 10-SHEET A-4: REVISE FOOTING DIMENSIONS |
| | TO MATCH FOUNDATION PLAN. |
| | 11-SHEET S-1: STRUCTURAL NOTE #1 CALLS |
| | FOR 2000PSF. SOIL STATEMENT CALLS FOR |
| | 2500 PSF SOIL BEAR'G CAPACITY. CLARIFY |
| | 12-SHEET S-3: A)REVISE/UPDATE NOTE #3 |
| | TO FBC 2001 FOR 140MPH. |
| | B)NOTE#3: SEMCO IS OUT OF BUSINESS. |
| | REVISE STRAP RTPGA820. |
| | 13-SHEET S-2: DETAIL A/S-2.1 TO READ |
| | A/S-2. THERE IS NOT S-2.1 DWG. |
| | 14-THERE IS NOT CONNECTOR DETAIL A/S2 AS |
| | REFERENCED ON ROOF FRAMING PLAN. |
| | 15-ENERGY CALCULATIONS: A)REVISE UNDER |
| | ATTIC AREA. SEE SEC. 602.1ABC.1.2 OF |
| | CHAPTER 13 FBC 2001. |
| | B)OWNER/AGENT TO SIGN AND DATE BOTTOM |
| | OF ENERGY CALCS FORM. |
| | 16-PROVIDE ROOF AND WALL SHEATHING |
| | SCHEDULE. TABLE 2306.1 CITY AMENDMENTS |
| | TO FBC 2001. |
| | **NOTE: IDENTIFY ROOF NAILING ZONES ON |
| | ROOF PLAN. |
| | 17-SPECIFY SUPPORTS AND SPACING FOR WWM |
| | IN CONCRETE SLAB. SEE SEC. 1909.3 FBC. |
| | 18-PROVIDE PRODUCT APPROVAL FOR DOORS, |
| | WINDOWS AND WINDOW MULLIONS. |
| | 19-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM PANELS OR APPLY FOR SEPARATE |
| | PERMIT AS REQUIRED BY CITY IMPLEMENTA- |
| | TION STANDARD FOR HURRICANE MISSILE |
| | IMPACT PROTECTION. |
| | 20-SECTIONS 6 & 7 ON SHEET S-2: SPECIFY |
| | ALL CONNECTORS AND CLARIFY IF TRUSSES |
| | ARE BEARING ONM THE TOP OR BOTTOM |
| | CHORD. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 21-SHEET S-2: A)COLUMNS SPECIFIED ON |
| | ELEVATION "A" DON'T MATCH FOUNDATION |
| | PLAN. |
| | B)WHERE IS SECTION 1/S2?. |
| | 22-SHEET A-1: ATTIC ACCESS IS 36". SEE |
| | SEC. 2309.6 FBC 2001. REVISE NOTE #7. |
| | 23-PROVIDE STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOW SHOWING 2X BUCK. |
| | **NOTE: NEED DETAIL FOR MASONRY AND WOOD |
| | FRAMING. SEE EXTERIOR ELEVATION. |
| | 24-SHEET A-4: A)SPECIFY FIREBLOCKING ON |
| | SECTION 1/A4. SEC. 2305.1.4 FBC 2001. |
| | B)PROVIDE GENERAL SPECIFICATIONS FOR |
| | FIREBLOCKING AT ALL CONCEALED SPACES |
| | AS REQUIRED BY SEC. 2305.1.4 FBC 2001. |
| | 25-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | FOR STRUCTURAL BUCK SPECIFICATIONS AND |
| | REVISE DETAIL AS REQUIRED. |
