| Date |
Text |
| 2002-08-15 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-PROVIDE ENGINEER'G ANALYSIS-CALCS FOR |
| | CLARIFICATION OF HOW THE MAIN WIND |
| | FORCE RESISTING SYSTEM (MWFRS) WAS |
| | DESIGNED TO RESIST AND TRANSFER ALL |
| | LOADS TO FLOOR AND CEILING DIAPHRAGMS |
| | CONSIDERING THE DOUBLE CEILING AREAS |
| | AND PARTIAL FLOOR DIAPHRAGM. SEE SEC. |
| | 1606.2.4 FBC 2001. |
| | **PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | CLARIFICATION OF MASONRY WALLS LATERAL |
| | STABILITY (SEC. 2105 FBC) AND LATERAL |
| | SUPPORT (SEC. 2107 FBC) CONSIDERING |
| | THE HIGH VOLUME AREA SHOWN ON PLANS. |
| | 2-NEED FIREBLOCKING @ TOP OF STAIRS TOO. |
| | SEC. 2305.1.4 FBC. SPECIFY SIZE. |
| | 3-PROVIDE SOIL TEST REPORT. |
| | 4-NEED COMPLETE INFORMATION W/ LEGIBLE |
| | MATCHING PRODUCT APPROVAL AND DRAWINGS |
| | UNDER A SEPARATE PERMIT (INFORMATION |
| | WAS NOT COMPLETE AS REQUIRED BY CITY |
| | IMPLEMENTATION STANDARD FOR HURRICANE |
| | MISSILE IMPACT PROTECTION. |
| | 5-PROVIDE LEGIBLE PRODUCT APPROVAL FOR |
| | DOORS, WINDOWS TO BE USED. |
| | **NOTE: SEE PLANS FOR RIGHT SIZE, SHAPE |
| | AND DESIGN PRESSURES. |
| | **ALSO, VERIFY THAT DRAWINGS IN PRODUCT |
| | APPROVALS MATCH THEIR REPORTS. |
| | 6-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOWS AS REQUIRED BY THE |
| | PRODUCT APPROVAL. |
| | **NOTE: NEED DETAIL FOR FRAMED ARCH AND |
| | FOR MASONRY ATTACHMENT. |
| | 7-NOTE 2 SHEET A-1: PROVIDE DETAIL THAT |
| | SHOWS WINDOW RECESSED 4.5" FOR THE |
| | INSTALLATION OF STORM SHUTTERS. |
| | **NOTE: SEE PRODUCT APPROVAL FOR TRACK |
| | USED CONSIDERING THE GLASS SEPARATION |
| | AND EDGE DISTANCE. |
| | 8-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | STRUCTURAL BUCK SPECS AND REVISE |
| | DETAIL AS REQUIRED. |
| | 9-SPECIFY FIREBLOCKING IN WALL SECTIONS |
| | AND PROVIDE GENERAL SPECIFICATIONS FOR |
| | REQUIRED FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 10-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL DETAILS AS WELL. |
| | SEC. 2305.4 FBC 2001. |
| | 11-STAIR FLOOR PLAN: CLARIFY NOTE #13. |
| | REVISE STAIR DETAILS. REMEMBER THAT |
| | WOOD COLUMN WILL BE CHANGED FOR STEEL |
| | COLUMN. ALSO, VERIFY THAT KEY NOTES |
| | FOR STAIRS MATCH THE DETAILS. |
| | 12-SPECIFY SPACING FOR WWM SUPPORTS. SEE |
| | SECTION 1909.3 FBC 2001. |
| | 13-SHEET S-1: SOME DETAILS AND NOTES ARE |
| | OVERLAPPING OR DETAILS NOT SHOWN. |
| | 14-SHEET S-3: IDENTIFY ROOF ZONE 3 FOR |
| | NAILING DIAPHRAGM. |
| | **REVISE TRUSS CONNECTOR SCHEDULE: |
| | NUMBER OF FASTENERS SPECIFIED AND |
| | ALLOWABLE UPLIFT DON'T MATCH. SEE USP |
| | CATALOGUE. PROVIDE ENGINEERED CALCS |
| | FOR UPLIFT LOADS DIFFERENT THAN THOSE |
| | SPECIFIED ON CATALOGUE. |
| | 15-PROVIDE ATTIC ACCESS ABOVE GARAGE AND |
| | MORNING ROOM IF CLEAR HEIGHT IS MORE |
| | THAN 24". SEC. 2309.6 FBC 2001. |
