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. |