| 2002-09-10 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-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 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. |
| | 2-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | CLARIFICATION OF MASONRY WALLS LATERAL |
| | STABILITY (SEE SECTION 2105 FBC 2001) |
| | AND LATERAL SUPPORT (SEE SECTION 2107) |
| | CONSIDERING THE HIGH VOLUME AREA AND |
| | SINGLE BOND BEAM ONLY. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 3-A)PROVIDE FIREBLOCKING AT STAIRS. |
| | INCLUDING AT TOP AREA. SEC. 2305.1.4 |
| | B)SPECIFY FIREBLOCKING AT WALL SECTIONS |
| | AND PROVIDE GENERAL SPECIFICATIONS FOR |
| | REQUIRED FIREBLOCKING AT ALL CONCEALED |
| | SPACES. SEC. 2305.1.4 FBC 2001. |
| | 4-AREA TABULATION ON SHEET C-1 AND A-1 |
| | DON'T MATCH. REVISE AS REQUIRED. |
| | 5-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR A SEPA |
| | RATE PERMIT. SEE CITY IMPLEMENTATION |
| | STANDARD FOR HURRICANE MISSILE IMPACT |
| | PROTECTION. |
| | 6-PROVIDE DETAIL/SPECIFICATIONS FOR ONE |
| | HOUR FIRE RATED WALL ASSEMBLY @ FRAMED |
| | WALL AREA ABOVE BOND BEAM AT ZERO LOT |
| | LINE AS REQUIRED BY TABLE 600 FBC 2001 |
| | 7-PROVIDE COMPLETE DETAILS AND SPECS FOR |
| | PRECAST LINTELS AT REAR PORCH. SPECIFY |
| | ATTACHMENT TO COLUMNS AND TO WALL |
| | SHOWING STEEL REINFORCEMENT THAT WILL |
| | RESIST UPLIFT LOADS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 8-SOME LINTELS SHOWN ON PLANS DON'T |
| | MATCH OPENING SIZES SHOWN ON LINTEL |
| | SCHEDULE. REVISE AS REQUIRED. |
| | 9-SPECIFY SIZE & REINFORCEMENT FOR CON- |
| | CRETE PAD AT REAR PORCH COLUMN. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 10-PROVIDE LEGIBLE PRODUCT APPROVAL FOR |
| | ENTRY DOORS AND GARAGE DOORS. |
| | 11-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ARCHED WINDOWS AT FRAMED AREA. |
| | **NOTE: NEED SPECS FOR ATTACHMENT TO |
| | MASONRY WALL AS WELL. |
| | 12-NOTE #2 ON SHEET A-1 CALLS FOR WINDOW |
| | TO BE RECESSED TO ALLOW FOR STORM |
| | SHUTTER INSTALLATION. PROVIDE COMPLETE |
| | STRUCTURAL DETAIL/SPECS. |
| | **NOTE: SEE STORM SHUTTERS INFORMATION |
| | FOR TRACK AND MOUNTING CONDITIONS TO |
| | BE USED CONSIDER'G THE "EDGE DISTANCE" |
| | AND "GLASS SEPARATION". |
| | 13-SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| | STRUCTURAL BUCK REQUIREMENTS & PROVIDE |
| | DETAIL AS REQUIRED. SPECIFY ANCHOR |
| | SIZE, SPACING AND WASHER TO BE USED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 14-SPECIFY FIRECUT REQUIREMENTS ON THE |
| | STRUCTURAL WALL SECTIONS. SEC. 2305.4 |
| | 15-STAIR FLOOR PLAN: CLARIFY NOTE #13. |
| | THERE IS NOT A POST WHERE THE ARROW IS |
| | POINTING. SEE PLAN ON SHEET A-5. |
| | 16-IF WOOD COLUMNS ARE CHANGED TO STEEL |
| | COLUMNS, THEN REMEMBER TO UPDATE STAIR |
| | FRAMING PLANS AND SECTIONS AS REQUIRED |
| | 17-SPECIFY SPACING FOR WWM IN CONCRETE |
| | SLAB. SEE SEC. 1909.3 FBC 2001. |
| | 18-SHEET S-1: SOME DETAILS ARE NOT SHOWN |
| | OR INFORMATION IS OVERLAPPING. REVISE |
| | AS REQUIRED. |
| | 19-IDENTIFY ROOF ZONES IN ROOF FRAMING |
| | PLAN FOR NAILING DIAPHRAGM. |
| | TABLE 2306.1 CITY AMENDMENTS TO FBC. |
| | 20-REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED ENGINEERED VALUES. PROVIDE |
| | ENGINEERING CALCS FOR DIFFERENT VALUES |
| | OTHER THAN THOSE PUBLISHED BY USP. |
| | **NOTE: TAKE INTO CONSIDERATION ACTUAL |
| | SIZE OF NAILS SPECIFIED. SEE USP CAT. |
| | 21-PROVIDE ATTIC ACCESS ABOVE GARAGE AND |
| | MORNING ROOM IF CLEAR HEIGHT IS MORE |
| | THAN 24". SEE. 2309.6 FBC 2001. |
| | 22-24SH AND 34SH WINDOWS DON'T PROVIDE |
| | THE MIN. CLEAR HEIGHT REQ'D FOR EGRESS |
| | SEC. 1005.4.4 FBC 2001. |
| | **NOTE: AFTER REVISING 24SH FOR 24+5SH |
| | MAKE SURE THAT TOTAL WINDOW OPENING |
| | IS 5.7S.F. MIN. SEC. 1005.4.4 FBC 2001 |
| | 23-UPDATE SHHET C-1. FOUNDATION NOTE |
| | CALLS FOR 0.004 MIL VISQUEEN. NEED |
| | 0.006 MIL MIN. SEC. 1909.2 FBC 2001. |
| | 24-A)SHT A-1. WHERE IS SEC/5 SHOWN ON |
| | FLOR PLAN BY GARAGE ENTRY. |
| | B)MAKE SURE THAT SECTIONS AND DETAILS |
| | ARE KEYED FOR CORRECT NUMBER AND SHEET |
| | 25-SHEET A-2: UPDATE GENERAL NOTE FOR |
| | PLUMBING. NEED FBC 2001. |
| | **ALSO, MAKE SURE THAT ALL DETAILS AND |
| | SECTIONS ARE CORRECTLY KEYED. |
| | 26-SHEET A3: THERE IS SOME INFORMATION |
| | ON FRONT ELEVATION THAT IS OVERLAPPING |
| | 27-SHEET A-5: A)STAIR CALCS AREN'T CLEAR |
| | REVISE/CLARIFY AS REQUIRED. |
| | B)UPDATE SEMCO STRAP. |
| | C)HANDRAIL DIMENSION IS OVERLAPPING IN |
| | STAIR SECTION. CLARIFY/REVISE. |
| | D)STAIR KEY NOTE #14: DRAFSTOPPING IS NO |
| | THE SAME AS FIREBLOCKING. NEED FIRE- |
| | BLOCKING. SEE SEC. 2305.1.4 FBC 2001. |
| | **ALSO, REVISE LOCATION OF FIREBLOCKING |
| | AT MIDDLE OF STAIRS. THE WAY IT IS |
| | SHOWN DOESN'T PROVIDE ANY FIREBLOCKING |
| | 28-SHEET S-1: A)SOME INFORMATION IS OVER |
| | LAPPING. SEE FOUNDATION PLAN. |
| | EG: DET. 7/S2 AND SEC/5. |
| | B)IF USING WOOD COLUMN DETAIL. REMEMBER |
| | TO UPDATE SEMCO FASTENER. |
| | C)WHERE IS COLUMN P3 SPECIFIED ON 2ND FL |
| | FRAMING PLAN. |
| | D)DRAWING SHALL BE NAMED 2ND FL. FRAMING |
| | PLAN, NOT GROUND FLOOR FRAMING PLAN. |
| | 29-SHEET S-2: A)UPDATE SECTION 5. REVISE |
| | SEMCO CONNECTORS. |
| | B)REVISE SEMCO CONNECTOR SPECIFIED ON |
| | C)PROVIDE SECTION/DETAIL SHOWING HOW |
| | IS BEAM 2B-1 ANCHORED TO THE COLUMNS |
| | AT THE ENDS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | **SAME FOR BEAM AT MORNING ROOM. |
