| Date |
Text |
| 2002-09-16 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 FLOOR |
| | DIAPHRAGM SUPPORTED ON WOOD COLUMNS |
| | WITH CONNECTORS (TOP AND BOTTOM) THAT |
| | DON'T PROVIDE SUPPORT FOR LATERAL |
| | FORCES. SEE SEC. 1606.2.4 FBC 2001 AND |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 3-PROVIDE ENGINEERING ANALYSIS/CALCS |
| | SHOW'G MASONRY WALLS LATERAL STABILITY |
| | (SEE SEC. 2105 FBC 2001) AND LATERAL |
| | SUPPORT (SEE SEC. 2107 FBC 2001) |
| | CONSIDERING THE HIGH VOLUME AREA AND |
| | THE SINGLE BOND BEAM ONLY.SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 4-PROVIDE FIREBLOCKING AT STAIRS. SEE |
| | SEC. 2305.1.4 FBC 2001. |
| | 5-A)SPECIFY FIREBLOCKING AT ALL WALL |
| | SECTIONS. SEC. 2305.1.4 FBC 2001. |
| | B)PROVIDE GENERAL SPECIFICATIONS FOR |
| | FIREBLOCKING AT ALL CONCEALED SPACES |
| | REQUIRED BY SEC. 2305.1.4 FBC 2001. |
| | 6-PROVIDE COMPLETE /CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR SEPARA |
| | TE PERMIT. |
| | 7-PROVIDE DETAIL/SPECS FOR ONE HR FIRE |
| | RATED WALL ASSEMBLY @ FRAMED WALL AREA |
| | ABOVE BOND BEAM AT ZERO LOT LINE WALL. |
| | TABLE 600 FBC 2001. |
| | 8-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOWS AT FRAMED AREAS. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 9-PROVIDE COMPLETE STRUCTURAL DETAILS & |
| | SPECS FOR RECCESSED WINDOW TO ALLOW |
| | FOR STORM SHUTTERS INSTALLATION. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 10-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | STRUCTURAL BUCK SPECIFICATIONS. REVISE |
| | DETAIL AS REQUIRED AND SPECIFY BOLT |
| | SIZE AND WASHER. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 11-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL DETAILS. SEC. 2305.4 |
| | 12-STAIR FLOOR PLAN: CLARIFY NOTE #13. |
| | THERE ISN'T A POST WHERE ARROW IS PO- |
| | INTING AT. SEE PLAN ON SHEET A-5. |
| | 13-REVISE STAIR FRAMING PLANS WHEN WOOD |
| | COLUMNS ARE CHANGED FOR STEEL COLUMNS. |
| | 14-SPECIFY SPACING FOR WWM IN CONCRETE |
| | SLAB. SEC. 1909.3 FBC 2001. |
| | 15-SHEET S-1: A)SOME INFORMATION IS OVER |
| | LAPPING. B)COLUMN F6 DOESN'T MATCH THE |
| | SCHEDULE. |
| | 16-IDENTIFY ROOF ZONES ON PLANS. SEE |
| | TABLE 2306.1 CITY AMENDMENTS TO FBC. |
| | 17-REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED LOADS. PROVIDE ENGINEERING |
| | CALCULATIONS FOR DIFFERENT LOADS. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 18-A)ATTIC ACCESS TO BE 36" MIN. SEC. |
| | 2309.6 FBC 2001. |
| | B)PROVIDE ATTIC ACCESS ABOVE GARAGE AND |
| | MORNING ROOM IF CLEAR HEIGHT IS MORE |
| | THAN 24". SEC. 2309.6 FBC 2001. |
| | 19-24SH AND 34SH WINDOWS DON'T PROVIDE |
| | MIN. CLEAR HEIGHT AND CLEAR OPENING |
| | REQUIRED BY SEC. 1005.4.4 FBC 2001. |
| | 20-UPDATE SHEE C-1. FOUNDATION NOTE TO |
| | CALL FOR 0.006 MIL VISQUEEN, NOT 0.004 |
| | MIL. SEC. 1909.2 FBC 2001. |
| | 21-WHERE IS SEC/5 SHOWN ON SOME FLOOR |
| | PLANS BY GARAGE AREA?. |
| | 22-SHEET A-2: UPDATE GENERAL NOTE FOR |
| | PLUMBING. NEED 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 AT ONE HR FIRE RATED WALL ASSEMBLY |
| | AT ZERO LOT LINE. |
| | 24-SHEET A-5: A)STAIR CALCS AREN'T CLEAR |
| | B)UPDATE SEMCO STRAP. C)HANDRAIL DI- |
| | MENSION IS OVERLAPPING. D)KEY NOTE #14 |
| | DRAFSTOPPING IS NOT THE SAME AS FIRE- |
| | BLOCKING. SEE SEC. 2305 FBC 2001. |
| | E)FIREBLOCKING SHOWING ON STAIR SECT'N |
| | IS NOT CORRECT. REVISE AS REQUIRED. |
| | 25-SHEET S-1: A)WHERE ISSEC/5? B)UPDA- |
| | TE SEMCO CONNECTORS. C)WHERE IS COLUMN |
| | P3 SPECIFIED ON 2ND FL. FRAMING PLAN? |
| | 26-SHEET S-2: A)REVISE SEMCO CONNECTORS. |
| | B)SPECIFY DRAFSTOPPING LOCATION & MA- |
| | TERIAL. NOT TO EXCEED 500 S.F. SECTION |
| | 2305.2.2 FBC 2001. C)CLARIFY SECTION |
| | #2: USING 1 #7 OR 1 #5?. D)FLOOR PLAN |
| | TO BE CALLED SECOND FLOOR PLAN, NOT |
| | GROUND FLOOR. |
| | 27-PROVIDE SECTION/DETAIL SHOWING HOW IS |
| | BEAM 2B-1 ANCHORED TO MASONRY COLUMNS |
| | AT THE ENDS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001.***SAME APPLIES |
| | TO BEAM AT MORNING AREA. |
| | 28-SURVEY DOESN"T MATCH FLOOR PLANS. SEE |
| | REAR PORCH. REVISE AS REQUIRED. |
| | 29-CLEARLY KEY FENCE SECTIONS AND REFE- |
| | RENCE THE CORRECT SHEET #. |
| | 30-PROVIDE STRUCTURAL SECTIONS/DETAILS |
| | AND SPECS FOR INSTALLATION OF PRE-CAST |
| | LINTELS AT REAR PORCH SHOWING HOW ARE |
| | THEY ANCHORED TO MASONRY COLUMN AND |
| | TO MASONRY WALL. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 31-SPECIFY SIZE OF CONCRETE PAD AT REAR |
| | PORCH COLUMN. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 32-SPECIFY CONNECTORS FOR 31"DEEP GIRDER |
| | TRUSS AT ROOF FRAMING PLAN. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 33-UPDATE SEMCO CONNECTOR SPECIFIED ON |
| | SECTION 5 OF SHEET S-2 AND NOTE #2 ON |
| | SHEET S-2. |
