| Date |
Text |
| 2002-09-13 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-PROVIDE ENGINEERING ANALYSIS/CALCS |
| | SHOWING HOW THE MAIN WIND FORCE RESIS- |
| | TING SYSTEM (MWFRS) WAS DESIGNED TO |
| | TRANSFER LOADS THRU FLOOR AND CEILING |
| | DIAPHRAGMS CONSIDERING THE DOUBLE |
| | CEILING AREA AND THE PARTIAL FL. DIA- |
| | PHRAGM SUPPORTED ON WOOD COLUMNS WITH |
| | CONNECTORS (TOP AND BOTTOM) THAT DON'T |
| | PROVIDE SUPPORT FOR LATERAL FORCES. |
| | SEE SEC. 1606.2.4 FBC 2001. |
| | 3-PROVIDE ENGINEERING ANALYSIS/CALCS |
| | SHOWING MASONRY WALLS LATERAL STABILI- |
| | TY (SEE SEC. 2105 FBC 2001) AND LATE- |
| | RAL SUPPORT (SEE SEC. 2107 FBC 2001) |
| | CONSIDERING THE HIGH VOLUME AREA AND |
| | SINGLE BOND BEAM ONLY. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 4-A)PROVIDE FIREBLOCKING AT STAIRS. IN- |
| | CLUDING TOP AREA. SEC. 2305.1.4 FBC. |
| | B)SPECIFY FIREBLOCKING AT ALL WALL SEC- |
| | TIONS AND PROVIDE GENERAL SPECS FOR |
| | REQUIRED FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 5-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR SEPARA |
| | TE PERMIT. SEE CITY IMPLEMENTATION |
| | STANDARD FOR HURRICANE MISSILE IMPACT |
| | PROTECTION. |
| | **NOTE: SEE LIMITATIONS ON PRODUCT |
| | APPROVAL SUBMITTED. |
| | 6-PROVIDE DETAIL/SPECS FOR ONE HR FIRE |
| | RATED WALL ASSEMBLY @ FRAMED WALL AREA |
| | ABOVE BOND BEAM AT ZERO LOT LINE WALL |
| | AS REQ'DBY TABLE 600 FBC 2001. |
| | 7-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOWS AT FRAMED AREA. |
| | **NOTE; NEED SPECS FOR ATTACHMENT TO |
| | MASONRY WALL AS WELL. SEE EXT. ELEV. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 8-NOTE #2 ON A-1 CALL FOR WINDOW TO BE |
| | RECESSED TO ALLOW FOR STORM SHUTTERS |
| | INSTALLATION. PROVIDE COMPLETE STRUCT- |
| | URAL DETAIL/SPECS. SECTION 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | **NOTE: SEE PRODUCT APPROVAL FOR TRACK |
| | AND MOUNTING CONDITIONS CONSIDERING |
| | THE GLASS DISTANCE & THE EDGE DISTANCE |
| | 9-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | STRUCTURAL BUCK REQUIREMENTS & PROVIDE |
| | DETAIL AS REQUIRED. SPECIFY ANCHOR |
| | SIZE AND REQUIRED WASHER. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 10-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 11-STAIR FLOOR PALN: CLARIFY NOTE #13. |
| | THERE IS NOT POST WHERE ARROW IS POIN- |
| | TING. SEE PLAN ON SHEET A-5. |
| | 12-IF WOOD COLUMNS ARE CHANGED TO STEEL, |
| | THEN UPDATE STAIR FRAMIN DETAILS. |
| | 13-SPECIFY SPACING FOR WWM IN CONCRETE |
| | SLAB. SEE SEC. 1909.3 FBC 2001. |
| | 14-SHEET S-1:A)SOME INFORMATION IS OVER- |
| | LAPPING. B)COLUMN F6 DOESN'T MATCH |
| | SCHEDULE. |
| | 15-IDENTIFY ROOF ZONES IN ROOF FRAMING |
| | PLAN. TABLE 2306.1 CITY AMENDMENTS. |
| | 16-REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED VALUES. PROVIDE ENGINEERING |
| | CALCS FOR DIFFERENT VALUES. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 17-PROVIDE ATTIC ACCESS ABOVE GARAGE AND |
| | MORNING ROOM IF CLEAR HEIGHT IS MORE |
| | THAN 24". SEE SEC. 2309.6 FBC 2001. |
| | 18-24SH AND 34SH WINDOWS DON'T PROVIDE |
| | MIN. CLEAR HEIGHT REQ'D FOR EGRESS. |
| | SEE SEC. 1005.4.4 FBC 2001. |
| | **NOTE: MAKE SURE THAT WINDOWS ON 2ND. |
| | FL. WIL HAVE 5.7 S.F. MIN. CLEAR OP'G. |
| | 19-UPDATE SHEET C-1. FOUNDATION NOTE |
| | STILL CALLS FOR 0.004 MIL VISQUEEN. |
| | NEED 0.006 MIL MIN. SEC. 1909.2 FBC. |
| | 20-SHEET A-1: WHERE IS SEC/5 SHOWN ON |
| | FLOOR PLAN BY GARAGE ENTRY. |
| | 21-REVISE SIZE OF ATTIC ACCESS. 36" MIN. |
| | SEC. 2309.6 FBC 2001. |
| | 22-SHEET A-2: UPDATE GENERAL NOTE FOR |
| | PLUMBING. REFERENCE FPC 2001. |
| | 23-SHEET A-3: A)SOME INFORMATION IS OVER |
| | LAPPING. SEE FRONT ELEVATION. B)REVISE |
| | NOTE #4 FOR FRAMING AT ARCHED OPENINGS |
| | AND FOR ONE HOUR FIRE RATED WALL AT |
| | ZERO LOT LINE WALL. |
| | 24-SHEET A-5: A)STAIRS CALCULATIONS ARE |
| | NOT CLEAR. B)UPDATE SEMCO STRAP. C) |
| | HANDRAIL DIMENSION IS NOT CLEAR. OVER- |
| | LAPPING INFORMATION. D)KEY NOTE #14: |
| | DRAFTSTOPPING IS NOT THE SAME AS FIRE- |
| | BLOCKING. SEE SEC. 2305.1.4 FBC 2001. |
| | ALSO, FIREBLOCKING SHOWN AT THE MIDDLE |
| | OF STAIRS IS INCORRECT. IT DOESN'T |
| | PROVIDE ANY FIREBLOCKING THE WAY IT'S |
| | SHOWN. |
| | 25-SHEET S-1:A)WHERE IS SEC/5?. B)IF |
| | USING WOOD COLUMN, THEN REMEMBER TO |
| | UPDATE SEMCO CONNECTORS. C)WHERE IS |
| | COLUMN P3 SPECIFIED ON 2ND FL FRAMING? |
| | 26-SHEET S-2: A)REVISE SEMCO CONNECTORS |
| | SPECIFIED ON SECTION 5. B)SPECIFY |
| | DRAFTSTOPPING LOCATION AND MATERIAL. |
| | SEE SEC. 2305.2.2 FBC 2001. C)PROVIDE |
| | SECTION/DETAIL SHOWING HOW IS BEAM |
| | 2B-1 ANCHORED TO THE MASONRY COLUMNS |
| | AT THE ENDS. SEC. 104.2.1.2 CITY AMEND |
| | MENTS TO FBC 2001.*SAME PPLIES TO BEAM |
| | AT MORNING ROOM AREA. D)CLARIFY SECT'N |
| | #2: BB WITH 1 #7 OR BB WITH 1#5?. |
| | E)FLOOR PLAN SHALL BE CALLED SECOND |
| | FLOOR FRAMING PLAN, NOT GROUND FLOOR. |
| | PLAN. |
