| Date |
Text |
| 2002-08-16 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-PROVIDE ENGINEERING 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 & |
| | PARTIAL FL. DIAPHRAGM SUPPORTED ON |
| | COLUMNS ON ONE SIDE. SEC. 1606.2.4 FBC |
| | **PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | CLARIFICATION OF MASONRY WALLS LATERAL |
| | STABILITY (SEE SEC. 2105 FBC) AND |
| | LATERAL SUPPORT (SEE SEC. 2107 FBC) |
| | CONSIDERING THE HIGH VOLUME AREA AND |
| | UNSUPPORTED LENGTH SHOWN ON PLANS. |
| | 2-NEED FIREBLOCKING @ TOP OF STAIRS TOO. |
| | SEC. 2305.1.4 FBC 2001. |
| | 3-PROVIDE SOIL TEST REPORT. |
| | 4-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS UNDER A SEPARATE |
| | PERMIT WHEN INFORMATION ISN'T COMPLETE |
| | SEE CITY'S IMPLEMENTATION STANDARD FOR |
| | HURRICANE MISSILE IMPACT PROTECTION. |
| | 5-PROVIDE LEGIBLE PRODUCT APPROVALS FOR |
| | DOORS, WINDOWS AND MULLIONS TO BE USED |
| | **NOTE: SEE PLANS FOR RIGHT SIZE, SHAPE |
| | AND DESIGN PRESSURES. |
| | **VERIFY THAT THE DWGS IN THE PRODUCT |
| | APPROVAL MATCH THEIR REPORTS. |
| | 6-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOWS AS REQUIRED BY PRODUCT |
| | APPROVAL. |
| | **NOTE: NEED DETAIL FOR FRAMED ARCH AND |
| | FOR MASONRY ATTACHMENT. |
| | 7-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | FOR STRUCTURAL BUCK SPECS AND REVISE |
| | DETAILS AS REQUIRED. |
| | 8-SPECIFY FIREBLOCKING IN WALL SECTIONS |
| | AND PROVIDE GENERAL SPECIFICATIONS FOR |
| | REQUIRED FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 9-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS AS WELL. |
| | SEC. 2305.4 FBC 2001. |
| | 10-REVISE STAIR DETAILS AS REQUIRED TO |
| | REFLECT ATTACHMENT TO STEEL COLUMN. |
| | **REVISE STAIR KEY NOTES TO MATCH PLANS |
| | AND DETAILS. |
| | 11-SPECIFY SPACING FOR WWM SUPPORTS. SEE |
| | SEC. 1909.3 FBC 2001. |
| | 12-ROOF FRAMING PLAN: IDENTIFY ROOF |
| | ZONE 3 FOR NAILING DIAPHRAGM. |
| | 13-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. |
| | 14-CLARIFY SIZE OF ATTIC VENTS. SEE VENT |
| | CALCULATIONS & NOTE #14 ON SHEET A-5. |
| | 15-SHEET S-3: STEEL BUCKET NOTES CALL |
| | FOR 1/4" FILLET WELDING. ALL DETAILS |
| | CALL FOR 3/16" WELDING. CLARIFY AND |
| | REVISE AS REQUIRED. |
| | 16-SHEET S-4: SPECIFY TRUSS UPLIFT |
| | CONNECTOR AT FRAMED SHEARWALL. THIS |
| | CONNECTOR IS NOT SPECIFIED ON ROOF |
| | FRAMING PLAN AND CONNECTOR SCHEDULE. |
| | **NOTE: UPDATE CONNECTOR RTPGA812. SEMCO |
| | IS NO LONGER IN BUSINEES. |
| | 17-PROVIDE UL LISTING & COMPLETE SPECS |
| | FOR ONE HR FIRE RATED GLASS BLOCK |
| | ASSEMBLY REQUIRED BY TABLE 600 FBC. |
| | REVISE DETAIL ON A-2 AS REQUIRED TO |
| | MATCH THE ONE HR ASSEMBLY. |
| | **NOTE: GLASS BLOCK NEED TO BE SAFETY |
| | GLASS IF MIN. UNIFORM FACE THICKNESS |
| | IS LESS THAN 0.25". SEC. 2405.2.2 FBC |
| | 18-PROVIDE ENGINEERED ANALYSIS/CALCS AND |
| | COMPLETE DETAILS/SPECS FOR CONSTRUCT'N |
| | FRAMED SHEAR WALL @ 2ND FLOOR. SEE SEC |
| | 2313 FBC. FOR CLARIFICATION OF HOW THE |
| | LOADS ARE TRANSFERRED GIVEN THE |
| | TRANSITIONS FROM MASONRY SHEARWALL TO |
| | WOOD FRAMED SHEARWALL TO STEEL COLUMN |
| | TO ROOF TRUSS TO MASONRY SHEARWALL. |
| | **NOTE: DETAIL S-27 SHOWN ON ROOF PLAN |
| | DOESN'T APPLY AT THIS CONNECTION. |
| | 19-FLOOD ZONE A8; NEED TO PROVIDE |
| | BUILDING INSPECTOR WITH THE ELEVATION |
| | CERTIFICATE. |
