| 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 |
| | |
