Date |
Text |
2016-07-07 09:46:24 | 838 ADAMS STREET |
| PERMIT #16061675 |
| MASTER #15050261 |
| REVIEW COMMENTS - FIRE DEPARTMENT |
| |
| PROVIDE LOCKING KNOX CAPS ON FIRE DEPARTMENT |
| CONNECTION. |
| |
| PROVIDE PERMANENT WEATHERPROOF SIGN MARKING THE FIRE |
| DEPARTMENT CONNECTION AND THE ADDRESS OF THE BUILDING |
| BEING SERVED. |
| |
| SHEET FP-101: NO SPRINKLER PROTECTION PROVIDED IN |
| SOUTHWEST MAINTENANCE ROOM. |
| |
| SHEET FP-101: PLANS SHOW THE 4" & 6" STANDPIPE MAIN |
| ROUTED THROUGH THE ELECTRICAL ROOM BETWEEN COLUMN LINES |
| 8 & 9. THIS IS PROHIBITED BY NFPA 70 ARTICLE 110. THIS |
| PIPING IS ALSO ROUTED THROUGH ANOTHER ELECTRICAL ROOM |
| ON SHEET FP-102. |
| |
| SHEET FP-101: PLANS SHOWS THE CLUB ROOM AND EXCERCISE |
| ROOM PROTECTED WITH EXTENDED COVERAGE SPRINKLERS |
| LOCATED IN THE HIGH CEILING (14'-8"). THE ENTIRE FLOOR |
| AREA IS NOT BEING PROTECTED DUE TO THE OBSTRUCTIONS OF |
| THE LOWER CEILING ELEVATION (12'-8"). DESIGN CHANGES TO |
| THIS AREA WILL EFFECT THE HYDRAULIC CALCULATIONS. |
| |
| SHEET FP-101: "LEVEL 1 LOBBY AREA" HYDRAULIC |
| CALCULATION IS INCORRECTLY CALCULATED. THE HYDRAULIC |
| CALCULATION HAS THE LONG SIDE (1.2 X THE SQUARE ROOT OF |
| THE AREA OF SPRINKLER OPERATION) OF THE HYDRAULIC AREA |
| DRAWN PERPENDICULAR TO THE BRANCH LINES WHEN THE LONG |
| SIDE OF THE HYDRAULIC AREA SHOULD BE RUN PARALLEL TO |
| THE BRANCH LINES PER NFPA 13 (2010 EDITION) SECTION |
| 22.4.4.1.1.1. |
| |
| SHEET FP-101: PROVIDE A HYDRAULIC CALCULATION FOR AN |
| AREA ENCOMPASSING THE EXERCISE ROOM. |
| |
| SHEET FP-102: SPRINKLER RISER IS SHOWN ENTERING THE |
| TRASH ROOM (SEMI-CORROSIVE). PLEASE RELOCATE. STAIR #4 |
| MAY BE A BETTER LOCATION. |
| |
| SHEET FP-102: THE SPRINKLER PROTECTING THE STORAGE ROOM |
| (COLUMN LINE 14/15) HAS AN SXL COVERAGE EXCEEDING 130 |
| SQUARE FEET. |
| |
| SHEET FP-105, 106, 107 & 108: NO SPRINKLER PROTECTION |
| PROVIDED IN PORTION OF ENCLOSED EXTERIOR EXIT CORRIDOR. |
| |
| SHEET FP-106: PROVIDE HYDRAULIC CALCULATIONS SUPPORTING |
| THE DESIGN FOR UNIT C. |
| |
| SHEET FP-110: PROVIDE A DWELLING UNIT HYDRAULIC |
| CALCULATION SUPPORTING THE USE OF 4 SPRINKLERS ON |
| 1-1/4" BRANCH LINE. |
| |
| SHEET FP-113: SECTION BB DETAIL STATES THE SIDEWALL |
| MODEL VK460 K-5.8 IS TO BE LOCATED 6" BELOW THE |
| CEILING; HOWEVER, THE ACTUAL PIPE DROP DETAIL APPEARS |
| TO SHOW A 12" DROP. WHICH VALUE IS THE CORRECT VALUE? |
| |
| HYDRAULIC CALCULATIONS: CALCULATION INDICATES "5TH |
| FLOOR UNIT A, REMOTE AREA C." THIS CALCULATION AREA WAS |
| NOT FOUND ON THE 5TH FLOOR PLANS. THE SAME HOLDS TRUE |
| FOR "3RD FLOO UNIT A, REMOTE AREA A." THE INFORMATION |
| BOX IS NOT FOUND ON THE PLAN. |
| |
| GENERAL: WHY ARE SPRINKLERS ON DIFFERENT FLOOR SUPPLIED |
| FROM DIFFERENT STAIRS? THIS IS CONFUSING. FOR EXAMPLE |
| THE GROUND FLOOR SUPPLIES THE SPRINKLER SYSTEM FROM THE |
| CONTROL VALVES LOCATED IN STAIR #1 AND #3; WHILE 2ND |
| FLOOR SPRINKLERS ARE SUPPLIED FROM STAIRS #2 AND #4. |
| |
| WESLEY JOLIN |
| ASSISTANT FIRE MARSHAL |
| WEST PALM BEACH FIRE RESCUE |
| [email protected] |
| (561) 805-6730 |
| |