Date |
Text |
2002-09-23 00:00:00 | CHECKLIST: |
| 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| EXTERIOR MASONRY WALL WITH VERTICAL |
| REINFORCEMENT @ 8'-0" O.C. TIED TO A |
| SINGLE BOND BEAM. SEE SEC. 1604.2.4, |
| 2105, 2117 FBC 2001. |
| 2-A)PROVIDE COMPLETE DETAILS/SPECS FOR |
| INSTALLATION OF FRONT GABLE ENDS |
| TRUSSES SHOWING HOW ARE THEY STRUCTU- |
| RALLY CONTINUOUS AS REQ'D BY SECTION |
| 2313 FBC 2001. |
| B)CLARIFY WHY BLOCKING AT FRONT GABLES |
| IS SHOWN PARTIALLY AND NOT ALL THE WAY |
| DOWN TO THE ENDS OF GABLES. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 3-NEED RECORDED N.O.C. |
| 4-SHEET A-1: A)UPDATE PLUMBING NOTE. |
| B)REVISE ATTIC ACCESS SIZE. NEED 36" MIN |
| SECTION 2309.6 FBC 2001. |
| C)BATHROOM #2 WINDOW TO HAVE SAFETY |
| GLASS. SEC. 2405.2. FBC 2001. |
| D)SOME DETAILS/SECTIONS DON'T MATCH. EG: |
| SECTION A/A-3 TO BE SEC. B/A3. REVISE |
| 5-SHEET A-2: NOTE #4 DOESN'T APPLY TO |
| ARCHED OPENINGS OR GABLE ENDS. REVISE. |
| 6-SHEET A-4: A)REVISE SIZE OF FOOTING ON |
| SEC. 2/A-4 TO MATCH FOUNDATION PLAN. |
| B)DIMENSIONS ON DETAILS 3/A-4 AND 4/A-4 |
| AREN'T LEGIBLE. REVISE AS REQUIRED. |
| 7-SHEET S-1: A)STRUCTURAL NOTE #1 AND |
| SOIL STATEMENT DON'T MATCH. REVISE. |
| B)TYPICAL DETAIL AT BOND BEAM CALLS FOR |
| BB W/1#7. CHECK BEAM SCHEDULE. |
| C)PROVIDE STRUCTURAL DETAIL/SECTION AT |
| FRONT PORCH SHOWING HOW IS PRECAST |
| LINTEL INSTALLED. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| D)SPECIFY SPACING FOR WWM SUPPORTS IN |
| CONCRETE SLAB. SEC. 1909.3 FBC 2001. |
| 8-SHEET S-2: A) REVISE NOTE #2. SEE USP |
| CATALOGUE FOR CORRECT CONNECTOR. |
| B)UPDATE NOTE #3: SEE FBC 2001. |
| C)ELEVATION "A" IS KEYED ON FRAMING PLAN |
| AS A/S-2.1. REVISE AS REQUIRED. |
| **NOTE A): COLUMNS SPECIFIED DON'T MATCH |
| FOUNDATION PLAN. |
| **NOTE B): WHERE ARE THE 2#% TOP & BOTT. |
| SEE BEAM SCHEDULE. |
| D)WHERE IS CONNECTOR A/S-2? |
| E)PROVIDE NAILING DIAPHRAGM AND IDENTIFY |
| ROOF NAILING ZONES IN PLAN. SEE TABLE |
| 2306.1 CITY AMENDMENTS TO FBC 2001. |
| F)SECTION 5 CALLS FOR BB W/ 1#7. CLARIFY |
| G)REVISE TRUSS CONNECTOR SCHEDULE TO |
| MATCH USP. PROVIDE ENGINEERING CALCS |
| FOR DIFFERENT VALUES. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| H)WHERE IS SECTION 1/S-2 KEYED ON PLAN? |
| 9-PROVIDE STRUCTURAL DETAIL FOR 2X BUCK |
| AT ARCHED OPENINGS TO RECEIVE ARCHED |
| WINDOWS. ***NEED SPECS FOR WOOD FRAM'G |
| AND FOR MASONRY INSTALLATION. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 10-PROVIDE PRODUCT APPROVAL FOR GARAGE |
| SIDE DOOR AND PRODUCT APPROVAL WITH |
| LEGIBLE DRAWINGS FOR GARAGE DOORS. |
| 11-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS OR APPLY FOR A SE- |
| PARATE PERMIT. ***NOTE: CHECK LIMITA- |
| TIONS ON PRODUCT APPROVAL. |
| 12-PROVIDE GENERAL SPECS FOR FIREBLOCK'G |
| AT ALL CONCEALED SPACES. SEC. 2305.1.4 |
| 13-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| STRUCTURAL BUCK REQUIREMENTS. REVISE |
| DETAIL AS REQUIRED AND SPECIFY WASHERS |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 14-ENERGY CALCULATIONS: A)REVISE UNDER |
| ATTIC AREA. SEE SEC. 602.1.ABC.1.2 |
| CHAPTER 13 FBC 2001. |
| 15-UPDATE SHEET C-1: FOUNDATION NOTE TO |
| USE 0.006 MIL VISQUEEN, NOT 0.004 MIL. |
| SEC. 1909.2 FBC 2001. |