| Date |
Text |
| 2001-01-08 00:00:00 | CHECKLIST: |
| | 1-TWO SETS OF PLANS FOR ENTIRE BUILDING |
| | IS OK, BUT, NEED A PERMIT APPLICATION |
| | FOR EACH TOWNHOUSE. |
| | 2-PAY IMPACT FEES TO PALM BEACH COUNTY. |
| | 3-ARCHITECT TO DATE ALL DRAWINGS AND |
| | DOCUMENTS SUBMITTED FOR PUBLIC RECORD. |
| | FLORIDA STATUTES 481.221(A). |
| | 4-PERCENTAGE OF OPENINGS ALLOWED BY |
| | TABLE 600 OF SBC 1997 ARE EXCEEDED AT |
| | RIGHT AND LEFT SIDE ELEVATIONS. |
| | 5-CLARIFY WHY FOOTINGS FOR ONE STORY |
| | DWELLING AND TWO STORY DWELLING ARE |
| | THE SAME. PROVIDE CALCULATIONS. |
| | SECTION 104.2.2 CITY AMENDMENTS. |
| | 6-PROVIDE COMPLETE DETAIL SECTION FOR |
| | COLUMN C8. TOP AND BOTTOM. SECTION |
| | 104.2.2 CITY AMENDMENTS. |
| | -CLEARLY SPECIFY WOOD COLUMNS SIZES AND |
| | CONNECTORS. TOP AND BOTTOM. |
| | -PROVIDE COMPLETE DETAIL AT FOOTING F5. |
| | NOTE: MINIMUM DEPTH TO BE 16" AS PER |
| | SECTION 1804.1.9 CITY AMENDMENTS AND |
| | SECTION 1804.1.3 SBC 1997. |
| | 7-PROVIDE A COMPLETE TWO STORY WALL |
| | SECTION. SEC 104.2.2 CITY AMENDMENTS. |
| | 8-PROVIDE ATTIC ACCESS AT SECOND FLOOR. |
| | SECTION 2309.6 SBC 1997. |
| | 9-PROVIDE SAFETY GLASS AS REQUIRED. SEE |
| | PLANS FOR COMMENTS. SEC 2405.2 SBC/97. |
| | 10-PROVIDE COMPLETE SECTION DETAIL THRU |
| | STAIRS. SEC. 104.2.2 CITY AMENDMENTS. |
| | 11-PROVIDE DESIGN PRESURES AT ALL EXT. |
| | OPENINGS (ONLY ONE TOWNHOUSE DONE). |
| | SECTION 1606 SBC 1997. |
| | 12-REVISE ROOF TRUSS ANCHOR SCHEDULE. |
| | CONNECTORS SPECIFIED ARE FOR WOOD TO |
| | WOOD CONNECTION. WHAT ABOUT WOOD TO |
| | TIE BEAM CONNECTIONS?. |
| | 13-COMPLETELY SPECIFY DRAFSTOPPING TYPE |
| | AND LOCATION AT SECOND FLOOR FRAMING |
| | PLAN. SECTION 2305.2.2 SBC 1997. |
| | -PROVIDE FIREBLOCKING AT ALL CONCEALED |
| | SPACES AS PER SECTION 2305 SBC 1997. |
| | 14-PROVIDE PROFILE OF 2 HOUR DEMISING |
| | WALL SHOWING LOCATION OF BEAMS AND |
| | VERTICAL REINFORCEMENT. SEC. 104.2.2 |
| | CITY AMENDMENTS. |
| | 15-REVISE DESIGN CERTIFICATION FOR BLDG |
| | CODE COMPLIANCE FORM. MEAN ROOF HEIGHT |
| | AND BASIC VELOCITY PRESSURE GIVEN DO |
| | NOT MATCH. SEE TABLE 1606.2A SBC 1997. |
| | -MEAN ROOF FOR ENTIRE BUILDING IS |
| | 26'-0" PLUS OR MINUS. MEAN ROOF HEIGHT |
| | IS TAKEN FROM GRADE, NOT FROM FINISH |
| | FLOOR, TO THE AVERAGE POINT OF THE |
| | HIGHEST ROOF. |
| | 16-STORM PANELS: |
| | -PROVIDE A COMPLETE INSTALLATION SCHED. |
| | AS PER CITY SAMPLE (SEE ATTACHED) AND |
| | KEY PLAN. |
| | -CLEARLY HIGHLIGHT SPECIFIC MOUNTING |
| | CONDITIONS AND ANCHOR TYPE AND SPACING |
| | ACCORDING TO MEAN ROOF HEIGHT, DESIGN |
| | PRESSURES, PANEL SPAN, EDGE DISTANCE |
| | AND STRUCTURE TO BE ATTACHED TO. |
| | (MASONRY OR WOOD) |
| | 17-DETAILS SHEET: CLEARLY INDICATE THE |
| | DETAILS THAT APPLY TO THIS PROJECT. |
| | CROSS OUT THE OTHERS. |
| | 18-PROVIDE SPECIFICATIONS/DETAILS FOR |
| | CEILING CONTRUCTION AT ENTRY AND REAR |
| | PORCHES. INCLUDE FASTENER TYPE AND |
| | SPACING. SEC. 2504 SBC 1997. |
| | 19-PROVIDE PRODUCT APPROVALS FOR TWO HR |
| | FIRE RATED CONCRETE BLOCK, WINDOW |
| | MULLIONS, ARCHED, FIXED RECTANGULAR, |
| | OVAL AND SINGLE HUNG WINDOWS WITH |
| | MUNTINGS, SLIDING GLASS DOORS. |
| | 20-SEE ADDITIONAL COMMENTS ON PLANS AND |
| | REVISE ALL ORIGINALS AS REQUIRED. |
| | |
| | |
| | NOTE: |
| | PLEASE RETURN REVIEWED SET IN ORDER TO |
| | EXPEDITE THE REVIEW PROCESS. |
