Date |
Text |
2002-09-24 00:00:00 | CHECKLIST: |
| 1-FLOOD ZONE A8: WILL NEED THE ELEVATION |
| CERTIFICATE. |
| 2-NEED RECORDED N.O.C. |
| 3-SHEET C-1: UPDATE FOUNDATION NOTE. |
| NEED 0.006 MIL VISQUEEN. SEC. 1909.2 |
| 4-SHEET A-2: A) REVISE WINDOW SCHEDULE. |
| 24SH & 34SH WINDOWS DON'T ALLOW THE |
| 24" MIN. CLEAR HEIGHT OPENING AND THE |
| 5.7 S.F. MIN. TOTAL CLEAR OPENING. |
| SEC. 1005.4.4 FBC 2001. |
| B)GLASS BLOCK TO BE 1 HR FIRE RATED |
| ASSEMBLY. TABLE 600 FBC 2001. |
| **NOTE A): SEE PRODUCT APPROVAL AND UL |
| SPECS SUBMITTED BY CONTRACTOR & REVISE |
| DETAIL AS REQUIRED. ALSO, NOTE THAT |
| GLASS BLOCK SUBMITTED IS NOT BY P.C. |
| **NOTE B) GLASS BLOCK TO BE SAFETY GLASS |
| IF UNIFORM FACE THICKNESS IS LESS THAN |
| 0.25". SEC. 2405.2 FBC 2001. |
| C)UPDATE PLUMBING INFORMATION ON NOTE #6 |
| 5-SHEET A-4: A)REVISE STAIR KEY NOTE #1. |
| HANDRAIL HEIGHT TO BE BET. 34" AND 38" |
| SEE SEC. 1007.5.1 FBC 2001. |
| B)NOTE #14: SPEC. FIREBLOCKING MATERIAL |
| SEE SEC. 2305.1.4 FBC FOR LOCATION OF |
| FIREBLOCKING AT STAIRS. ALSO, SEE SEC. |
| 2305.1.2 FBC 2001. |
| C)PROVIDE GENERAL SPECS FOR FIREBLOCKING |
| AT ALL CONCEALED AREAS AS REQUIRED BY |
| SEC. 2305.1.4 FBC 2001. |
| 6-NOTE #14: VENT SIZE DOESN'T MATCH VENT |
| CALCULATIONS. REVISE AS REQUIRED. |
| 7-SHEET S-1: A) SPECIFY SPACING FOR WWM |
| SUPPORTS IN CONCRETE SLAB. SEC. 1909.3 |
| B)CLARIFY SIZE OF BUCKET SHOWN ON DETAIL |
| S6. SEE SIZE OF GIRDER TRUSS. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| C)DETAIL S21 DOESN'T MATCH CONDITIONS ON |
| PLAN. PROVIDE DETAIL SHOWING ACTUAL |
| CORNER CONDITIONS. **NOTE: KEEP IN |
| MIND SIZE OF POST. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| D)CLARIFY WHY SOME TRUSS GIRDERS ON 2ND |
| FLOOR PLAN ARE NOT RESTING ON COLUMNS. |
| SEE PLAN.SEC. 104.2.1.2 CITY AMENDM. |
| E)SPECIFY UPLIFT LOADS ON ROOF FRAMING |
| PLAN AND KEY PROPER ANCHOR. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| F)SHOW NAILING ZONES IN ROOF PLAN. SEE |
| TABLE 2306.1 CITY AMENDMENTS TO FBC. |
| 8-REVISE TRUSS ANCHOR SCHEDULE TO MATCH |
| USP PUBLISHED VALUES. PROVIDE ENGINEE- |
| RING CALCS FOR DIFFERENT VALUES. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 9-SHEET S-3: A)PROVIDE FIRECUT SPECS IN |
| WALL SECTIONS. SEC. 2305.4 FBC 2001. |
| B)SECTION S2 HAS SOME INFORMATION THAT |
| IS OVERLAPPING. REVISE AS REQUIRED. |
| C)DETAIL F14: SPECIFY HOW LONG ARE THE |
| ANCHOR BOLTS. SEC. 104.2.1.2 CITY AM. |
| 10-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| FRAMED OPENING TO RECEIVE ARCHED WIND. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 11-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS. SEE LIMITATIONS |
| ON PRODUCT APPROVAL. |
| 12-PROVIDE PRODUCT APPROVAL FOR: A)ONE |
| HR FIRE RATED GLASS BLOCK ASSEMBLY W/ |
| LEGIBLE INFORMATION. |
| B)GARAGE DOORS W/ LEGIBLE DRAWINGS. |
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| NOTE: |
| SEE REVIEWED SET OF PLANS FOR REFERENCE |
| AND PLEASE RETURN THEM AFTER CORRECTIONS |
| ARE DONE TO THE ORIGINAL DRAINGS IN |
| ORDER TO EXPEDITE THE REVIEW PROCESS. |
| THANK YOU. |