| Date |
Text |
| 2002-07-29 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 01110637 |
| | ADD: 4600 N FLAGLER |
| | CONT: ANDERSON-MOORE |
| | TEL: (561)627-4744 |
| | SBC= 1997 STANDARD BUILDING CODE |
| | |
| | THE ORIGINAL NOTIRIZED LETTER FROM THE |
| | CONTRACTOR OF RECORD SHALL BE REQUIRED, |
| | BEFORE OWNERSHIP OF PERMIT,PLANS & FEES |
| | MAY BE TRANSFERRED. |
| | |
| | 1) 1019.8.1 IN BUILDINGS OF GROUP A |
| | OCCUPANCY, FLIGHTS OF LESS THAN 3 RISERS |
| | SHALL NOT BE USED IN INTERIOR OR EXTER- |
| | IOR STAIRS, EXIT PASSAGE WAYS, AT |
| | ENTRANCE OR ELSEWHERE IN CONNECTIOIN |
| | WITH REQUIRED EXITS. TO OVERCOME LESSER |
| | DIFFERENCES IN LEVEL, RAMPS IN ACCORD- |
| | ANCE WITH 1013 SHALL BE USED. |
| | |
| | 2)11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENTRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | |
| | 3)11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | |
| | 4)11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| | CLEAR WIDTH OF A RAMP SHALL BE 36". |
| | EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE |
| | LESS THAN 44 INCHES WIDE. |
| | |
| | 5)11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | |
| | 6)11-4.8.4(3) IF RAMPS CHANGE DIREC- |
| | TION AT LANDINGS, THE MINIMUM LANDING |
| | SIZE SHALL BE 60" X 60". |
| | |
| | 7)11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 8)11-4.1.3(3) GROUND & FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE |
| | ROOMS & SPACES SHALL COMPLY WITH |
| | 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE) |
| | A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| | IS RECOMENDED FOR ACCESSIBLE ROUTES |
| | AND 0.8 FOR RAMPS. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
