| Date |
Text |
| 2002-08-14 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO- |
| | (AS PER MEETING W/ CONTRACTOR, ARCHITECT |
| | AND PLAN REVIEWERS. 8-14-02): |
| | 1-PROVIDE ENGINEER'GANALYSIS-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 MATERIAL & |
| | SIZE. |
| | 3-PROVIDE SOIL TEST REPORT. |
| | 4-PROVIDE COMPLETE INFORMATION WITH |
| | UPDATED PRODUCT APPROVAL FOR STORM |
| | SHUTTERS UNDER A SEPARATE PERMIT, |
| | SINCE COMPLETE/RIGHT INFORMATION WAS |
| | NOT SUBMITTED WITH PLANS. SEE CITY |
| | IMPLEMENTATION STANDARD FOR HURRICANE |
| | MISSILE IMPACT PROTECTION. |
| | 5-PROVIDE LEGIBLE PRODUCT APPROVAL FOR |
| | DOORS, WINDOWS AND MULLIONS TO BE USED |
| | **NOTE: SEE ARCHITECTURAL PLANS FOR |
| | RIGHT SIZE, SHAPE AND DESIGN PRESSURES |
| | **ALSO, VERIFY THAT DRAWINGS IN PRODUCT |
| | APPROVAL 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 AND CONSIDER THE GLASS |
| | SEPARATION AND EDGE DISTANCE. |
| | 8-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | FOR 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 |
| | 10-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL DETAILS AS WELL. |
| | SEC. 2305.4 FBC. |
| | 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 STAIR DETAILS. |
| | CLARIFY/REVISE STAIR RATIO CALCS. |
| | 12-SPECIFY SPACING FOR WWM SUPPORTS. SEE |
| | SEC. 1909.3 FBC 2001. |
| | 13-SHEET S-1: SOME DETAILS AND NOTES ARE |
| | OVERLAPPING OR DETAILS NOT SHOWN. |
| | CLARIFY/REVISE ASSIGNED DETAIL NUMBER |
| | AND SHEET # ASSIGNED FOR THE PRIVACY |
| | WALLS. |
| | 14-SHEET S-2: UPDATE NOTE #2. SEMCO IS |
| | OUT OF BUSINESS. UPDATE AS REQUIRED. |
| | 15-SHEET S-3: IDENTIFY ROOF ZONE 3 FOR |
| | NAILING DIAPHRAGM. |
| | **NOTE: ZONE 3 DOESN'T REFER TO GABLE |
| | ENDS ONLY. ALL CORNER ARE INCLUDED TOO |
| | **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. |
| | 16-PROVIDE ATTIC ACCESS ABOVE GARAGE AND |
| | MORNING ROOMIF CLEAR HEIGHT IS MORE |
| | THAN 24". SEC. 2309.6 FBC 2001. |
| | 17-IF PROVIDING MASONRY LETTER, THEN IT |
| | NEEDS TO BE UPDATED & ADDRESSED TO THE |
| | CITY OF WPB & CONTRACTOR AND IDENTIFY |
| | SPECIFIC PROJECT. |
