| Date |
Text |
| 2002-08-17 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 THRU FLOR AND CEILING DIAPHRAGMS |
| | CONSIDERING THE DOUBLE CEILING AREAS & |
| | PARTIAL FLOOR DIAPRHAGM WHICH IS |
| | SUPPORTED ON COLUMNS ON ONE SIDE. SEE |
| | SEC. 1606.2.4 FBC 2001. |
| | **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 SIZES,SHAPES |
| | AND DESIGN PRESSURES BEFORE SUBMITTAL. |
| | **VERIFY THAT PRODUCT APPROVAL DRAWINGS |
| | MATCH THEIR REPORTS. |
| | 6-PROVIDE 2X STRUCTURAL BUCK DETAILS FOR |
| | ARCHED WINDOWS AS REQUIRED BY THE |
| | PRODUCT APPROVAL. |
| | **NOTE: NEED DETAILS 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 |
| | SECTION 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: UPDATE CONNECTOR RTPGA812. |
| | SEMCO IS NOT LONGER IN BUSINESS. |
| | 17-TRUSS UPLIFT CONNECTOR TC-1 SPECIFIED |
| | ON ROOF FRAMING PLAN IS TO BE EMBEDED |
| | IN CONCRETE. PROVIDE WOOD TO WOOD |
| | UPLIFT TRUSS CONNECTOR. |
| | 18-PROVIDE UL LISTING & COMPLETE SPECS |
| | FOR ONE HR FIRE RATED GLASS BLOCK |
| | ASSEMBLY REQUIRED BY TABLE 600 FBC. |
| | REVISE DETAILS AS REQUIRED. |
| | **NOTE: GLASS BLOCK NEED TO BE SAFETY |
| | GLASS TYPE IF MINIMUM UNIFORM FACE |
| | THICKNESS IS LESS THAN 0.25". SEE |
| | SECTION 2405.2.2 FBC 2001. |
| | 19-PROVIDE ENGINEERED CALCULATIONS AND |
| | COMPLETE DETAILS/SPECS FOR CONSTRUCT'N |
| | OF WOOD FRAMED SHEARWALL AT 2ND FLOOR |
| | (SEE SEC 2313 FBC 2001) FOR CLARIFICA- |
| | TION OF HOW THE LOADS ARE TRANSFERRED |
| | GIVEN THE TRANSITIONS FROM MASONRY TO |
| | WOOD FRAMING TO STEEL COLUMN TO ROOF |
| | TRUSS TO MASONRY. |
| | 20-FLOOD ZONE A8: NEED TO PROVIDE BLDG |
| | INSPECTOR WITH ELEVATION CERTIFICATE |
| | AS REQUIRED BY FEMA. |
| | 21-PROVIDE DETAIL SHOWING ATTACHMENT OF |
| | DOUBLE 2X BUCK AT ENTRY DOOR. SEE |
| | MASONRY OPENING AND SIZE OF DOOR. |
| | 22-DETAIL S6. VERIFY SIZE SHOWN. SEE |
| | FRAMING PLAN AND SIZE SPECIFIED. |
| | 23-SPECIFY CONNECTOR AT EACH END OF MAIN |
| | GIRDER TRUSS SHOWN ON ROOF FRAM'G PLAN |
| | **CHECK ROOF FRAMING PLAN FOR OTHER |
| | CONNECTORS NOT SPECIFIED. |
| | 24-CLARIFY DETAIL S5 AT CONT. STEEL COL. |
| | 25-SPECIFY COMPLETE SIZE (INCLUDING |
| | LENGTH) OF ANCHORS AT STEEL COLUMN |
| | FOOTING DETAILS. |
| | 26-DETAILS R6 AND R7: CLARIFY SPACING OF |
| | LAG BOLTS (24" OR 16"). ALSO, SPECIFY |
| | HOW LONG ARE THE BOLTS. |
