Plan Review Details - Permit 16010052
Plan Review Stops For Permit 16010052
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2016-04-13 Cont ID  
Sent By wjolin Date 2016-04-13 Time 14:54 Rev Time 0.00
Received By wjolin Date 2016-04-13 Time 14:54 Sent To M
Notes
2016-04-13 14:54:50312 23RD STREET
 PERMIT #16010052
 MASTER #14120431
  
 NOTE: A SEPARATE UNDERGROUND FIRELINE (UG FIRELINE)
 PERMIT IS NEEDED FOR THE INSTALLING CONTRACTOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2016-04-06 Cont ID  
Sent By wjolin Date 2016-04-06 Time 14:07 Rev Time 0.00
Received By wjolin Date 2016-04-06 Time 13:21 Sent To M
Notes
2016-04-06 13:39:30312 23RD STREET
 PERMIT #16010052
 MASTER #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 REPEAT COMMENT - SHEET FP-3: THE HYDRAULIC CALCULATIONS
 FOR "PARKING A1" INCORRECTLY INCLUDE HYDRAULIC NODES
 M3, M4 AND M5 WHICH ARE A PART OF THE RETAIL A2
 HYDRAULIC CALCULATIONS.
  
 REPEAT COMMENT - SHEET FP-3: THE HYDRAULIC CALCULATIONS
 FOR "PARKING A1" SUPPORT 4 SPRINKLERS BEING SUPPLIED
 FROM AN 1.25-INCH BRANCHLINE; HOWEVER, SEVERAL
 BRANCHLINES SUPPLY 5 AND 6 SPRINKLERS FROM 1.25-INCH
 PIPING WHICH IS NOT SUPPORTED BY HYDRAULIC
 CALCULATIONS.
  
 REPEAT COMMENT - SHEET FP-3: THE HYDRAULIC CALCULATIONS
 ARE MISSING 3 FLOW POINTS FROM NODES #206, #207 & #209.
 THESE FLOWS WILL ADD ANOTHER 80 GPM TO THE TOTAL FLOW
 REQUIRED. ADDITIONALLY, THE PLANS SHOW 1.25-INCH
 BRANCHLINE PIPING SUPPLYING ALL SPRINKLERS ON THE PLAN;
 HOWEVER, THE HYDRAULIC CALCULATIONS INDICATE THAT THE
 BRANCHLINE PIPING NEEDS TO BE LARGER. FOR INSTANCE NODE
 B201 TO NODE B203 INDICATES THAT 2-INCH PIPING IS
 NEEDED; HOWEVER, THE PLAN SHOWS 1.25-INCH. THIS IS ALSO
 TRUE FOR NODES B203 TO H204 AND FOR NODES H204 TO M7.
 CORRECT ALL PIPE SIZES AND ENSURE THEY ARE CONSISTENT
 THROUGHOUT THE PLAN.
  
 REPEAT COMMENT - SHEET FP-5: THE PIPE SIZING IS NOT
 CONSISTENT THROUGHOUT THIS PLAN, FOR INSTANCE:
  
 THE PIPING LOCATED IN THE NORTH PORTION OF UNIT B1 HAS
 THE FOLLOWING PIPING SCHEDULE:
 1 - 2 SPRINKLERS = 1.0-INCH BRANCHLINE
 3 - 5 SPRINKLERS = 1.25-INCH BRANCHLINE
 6 - 9 SPRINKLERS = 1.5-INCH BRANCHLINE
  
 THE PIPING LOCATED IN THE SOUTH PORTION OF UNIT B1 HAS
 A DIFFERENT PIPING SCHEDULE:
 1 - 4 SPRINKLERS = 1.0-INCH BRANCHLINE
  
 UNIT A2 ALSO HAS TWO DIFFERENT PIPING SCHEDULES:
 1 -4 SPRINKLERS = 1.0-INCH BRANCHLINE
  
 AND
  
 1 - 2 SPRINKLERS = 1.0-INCH BRANCHLINE
 3 - 7 SPRINKLERS = 1.5-INCH BRANCHLINE
  
 SHEET FP-5: SOME OF THE UNIT B2S SHOW AS MANY AS 10 AND
 11 SPRINKLERS SUPPLIED BY 1.5-INCH PIPING WHICH IS NOT
 SUPPORTED BY THE HYDRAULIC CALCULATIONS.
  
 NOTE: A SEPARATE UNDERGROUND FIRELINE (UG FIRELINE)
 PERMIT IS NEEDED FOR THE INSTALLING CONTRACTOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2016-03-16 Cont ID  
Sent By wjolin Date 2016-03-16 Time 16:58 Rev Time 0.00
Received By wjolin Date 2016-03-16 Time 13:50 Sent To M
Notes
2016-03-16 16:58:20312 23RD STREET
 PERMIT #16010052
 MASTER #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET FP-3: HYDRAULIC NODES M1, M2 AND M3 ARE MISSING
 FROM THE PLAN. THE HYDRAULIC CALCULATIONS FOR "PARKING
 A1" INCORRECTLY INCLUDE HYDRAULIC NODES M3, M4 AND M5
 WHICH ARE A PART OF THE RETAIL A2 HYDRAULIC
 CALCULATIONS.
  
 SHEET FP-3: THE HYDRAULIC CALCULATIONS FOR "PARKING A1"
 SUPPORT 4 SPRINKLERS BEING SUPPLIED FROM AN 1.25-INCH
 BRANCHLINE; HOWEVER, SEVERAL BRANCHLINES SUPPLY 5 AND 6
 SPRINKLERS FROM 1.25-INCH PIPING WHICH IS NOT SUPPORTED
 BY HYDRAULIC CALCULATIONS.
  
 SHEET FP-3: DESIGN AREA "RETAIL A2" HAS 12 SPRINKLERS
 LOCATED IN THE HYRAULIC AREA; HOWEVER, ONLY 11
 SPRINKLERS ARE INDICATED IN THE INFORMATION RECTANGLE
 ON THE PLAN. THE HYDRAULIC CALCULATIONS ARE MISSING 3
 FLOW POINTS FROM NODES #206, #207 & #209. THESE FLOWS
 WILL ADD ANOTHER 80 GPM TO THE TOTAL FLOW REQUIRED.
 ADDITIONALLY, THE PLANS SHOW 1.25-INCH BRANCHLINE
 PIPING SUPPLYING ALL SPRINKLERS ON THE PLAN; HOWEVER,
 THE HYDRAULIC CALCULATIONS INDICATE THAT THE BRANCHLINE
 PIPING NEEDS TO BE LARGER. FOR INSTANCE NODE B201 TO
 NODE B203 INDICATES THAT 2-INCH PIPING IS NEEDED;
 HOWEVER, THE PLAN SHOWS 1.25-INCH. THIS IS ALSO TRUE
 FOR NODES B203 TO H204 AND FOR NODES H204 TO M7.
 CORRECT ALL PIPE SIZES AND ENSURE THEY ARE CONSISTENT
 THROUGHOUT THE PLAN.
  
 SHEET FP-5: DESIGN AREA "UNIT B1" HAS TWO HYDRAULIC
 NODES THAT ARE BOTH LABELED "H408/408."
  
 SHEET FP-5: DESIGN AREA "UNIT B1" HAS 13 SPRINKLERS
 LOCATED WITHIN THE DWELLING UNIT; HOWEVER, ONLY 12
 SPRINKLERS HAVE BEEN HYDRAULICALLY CALCULATED. TWO
 SPRINKLERS LOCATED ADJACENT TO HYDRAULIC NODE "4UBI" DO
 NOT HAVE HYDRAULIC NODES SHOWN ON THE PLAN. HYDRAULIC
 NODES 410 AND 411 COULD NOT BE LOCATED ON THE PLAN.
  
 SHEET FP-5: THE PIPE SIZING IS NOT CONSISTENT
 THROUGHOUT THIS PLAN, FOR INSTANCE:
  
 THE PIPING LOCATED IN THE NORTH PORTION OF UNIT B1 HAS
 THE FOLLOWING PIPING SCHEDULE:
 1 - 2 SPRINKLERS = 1.0-INCH BRANCHLINE
 3 - 5 SPRINKLERS = 1.25-INCH BRANCHLINE
 6 - 9 SPRINKLERS = 1.5-INCH BRANCHLINE
  
 THE PIPING LOCATED IN THE SOUTH PORTION OF UNIT B1 HAS
 A DIFFERENT PIPING SCHEDULE:
 1 - 4 SPRINKLERS = 1.0-INCH BRANCHLINE
  
 UNIT A2 ALSO HAS TWO DIFFERENT PIPING SCHEDULES:
 1 -4 SPRINKLERS = 1.0-INCH BRANCHLINE
  
 AND
  
 1 - 2 SPRINKLERS = 1.0-INCH BRANCHLINE
 3 - 7 SPRINKLERS = 1.5-INCH BRANCHLINE
  
 SHEET FP-5: SOME OF THE UNIT B2S SHOW AS MANY AS 10 AND
 11 SPRINKLERS SUPPLIED BY 1.5-INCH PIPING WHICH IS NOT
 SUPPORTED BY THE HYDRAULIC CALCULATIONS.
  
 NOTE: A SEPARATE UNDERGROUND FIRELINE (UG FIRELINE)
 PERMIT IS NEEDED FOR THE INSTALLING CONTRACTOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-02-02 Cont ID  
Sent By wjolin Date 2016-02-02 Time 14:45 Rev Time 0.00
Received By wjolin Date 2016-01-06 Time 16:11 Sent To M
Notes
2016-02-02 14:45:14312 23RD STREET
 PERMIT #16010052
 MASTER #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE PLANS DO NOT REFERENCE CONFORMANCE WITH NFPA 14.
  
 THE PLANS ONLY INDICATE CONFORMANCE WITH NFPA 13;
 HOWEVER, THE HYDRAULIC CALCULATIONS AND DESIGN INDICATE
 A DESIGN DENSITY OF 0.05 FOR 4 SPRINKLERS WHICH IS
 ASSOCIATED WITH NFPA 13R.
  
 IN ORDER TO USE QUICK-RESPONSE SPRINKLERS IN LIEU OF
 RESIDENTIAL SPRINKLERS WITHIN THE DWELLING UNIT, THE
 WHOLE DWELLING UNIT NEEDS TO BE PROTECTED WITH FOUR OR
 FEWER SPRINKLERS, SO THE ROOM DESIGN METHOD MIGHT BE
 MORE EFFICIENT. PER NFPA 13R SECTION 6.2.1.3, LISTED
 QUICK-RESPONSE SPRINKLERS SHALL BE PERMITTED TO BE
 INSTALLED IN DWELLING UNITS MEETING THE DEFINITION OF A
 COMPARTMENT, AS DEFINED IN SECTION 3.3, WHERE NO MORE
 THAN FOUR SPRINKLERS ARE LOCATED IN THE DWELLING UNIT.
 NFPA 13R REQUIRES THE ENTIRE DWELLING UNIT TO BE SMALL
 ENOUGH TO BE PROTECTED WITH FOUR SPRINKLERS IN ORDER TO
 APPLY 6.2.1.3. THIS REQUIREMENT DOES NOT MEAN THAT EACH
 COMPARTMENT NEEDS ONLY FOUR SPRINKLERS, IIT MEANS THAT
 THE WHOLE DWELLING UNIT, INCLUDING ALL OF THE SLEEPING
 ROOMS, CLOSETS, BATHROOMS, FOYERS, AND NOOKS, HAS TO BE
 SMALL ENOUGH TO BE PROTECTED WITH FOUR OR FEWER
 SPRINKLERS. IF QUICK-RESPONSE SPRINKLERS ARE USED IN
 ACCORDANCE WITH 6.2.1.3, THE SYSTEM MUST BE ABLE TO
 PROVIDE A MINIMUM DENSITY OF 0.1 GPM/FT2 (4.1 MM/MIN)
 OVER THE DESIGN AREA, WHICH IS THE ENTIRE DWELLING UNIT
 IN THIS CASE (USING THE ?ROOM DESIGN METHOD? FROM NFPA
 13, 11.2.3.3). QUICK-RESPONSE SPRINKLERS ARE CURRENTLY
 NOT EVALUATED FOR PERFORMANCE AT LOWER DENSITIES SUCH
 AS 0.05 GPM/FT2 (2.04 MM/MIN). THE MINIMUM DENSITY
 REQUIREMENT HAS ALSO BEEN ADDED TO 6.2.1.4, SINCE
 QUICK-RESPONSE SPRINKLERS ARE PERMITTED BY THAT
 PARAGRAPH AS WELL. THE MINIMUM DENSITY OF 0.10 GPM/FT2
 (4.1 MM/MIN) IS CONSISTENT WITH THE REQUIREMENTS FOR
 THE USE OF QUICK-RESPONSE SPRINKLERS IN NFPA 13.
  
 NOTE: CHANGING THE QUICK RESPONSE SIDEWALL SPRINKLERS
 TO RESIDENTIAL SIDEWALL SPRINKLERS WILL RESULT IN THE
 MAJORITY OF THE SIDEWALL SPRINKLERS BEING OBSTRUCTED BY
 THE ADJACENT SOFFITS DUE TO THE SPRINKLER LOCATION
 DIFFERENCES AND OBSTRUCTION RULE DIFFERENCES.
  
 PROVIDE LOCKING KNOX CAPS ON FIRE DEPARTMENT
 CONNECTION.
  
 NOTE: A SEPARATE UNDERGROUND FIRELINE (UG FIRELINE)
 PERMIT IS NEEDED FOR THE INSTALLING CONTRACTOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-04-20 Cont ID  
Sent By hmoser Date 2016-04-20 Time 14:44 Rev Time 0.00
Received By hmoser Date 2016-04-12 Time 12:50 Sent To  
Notes
2016-04-12 12:50:48RESUB ROUTED TO FIRE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-04-08 Cont ID  
Sent By ccole Date 2016-04-08 Time 10:42 Rev Time 0.00
Received By ccole Date 2016-03-29 Time 12:40 Sent To  
Notes
2016-03-30 12:40:31ROUTED TO FIRE INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-21 Cont ID  
Sent By ccole Date 2016-03-21 Time 17:30 Rev Time 0.00
Received By ccole Date 2016-03-03 Time 12:41 Sent To  
Notes
2016-03-03 12:42:04RESUB ROUTED TO FIRE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-02-05 Cont ID  
Sent By hmoser Date 2016-02-05 Time 14:17 Rev Time 0.00
Received By hmoser Date 2016-01-05 Time 13:44 Sent To  
Notes
2016-01-05 13:44:15ROUTED TO FIRE
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-04-20 Cont ID  
Sent By hmoser Date 2016-04-20 Time 14:44 Rev Time 0.00
Received By hmoser Date 2016-04-20 Time 13:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-04-08 Cont ID  
Sent By ccole Date 2016-04-08 Time 10:18 Rev Time 0.00
Received By ccole Date 2016-04-08 Time 10:18 Sent To  
Notes
2016-04-08 10:32:023RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010052
 4/8/16
  
 1) THE COMMENTS FROM THE PREVIOUS REVIEWS STILL EXIST.
 I AM REPRINTING THEM BELOW: PLEASE COMPLY.
  
 1) PLEASE ADD THE CPVC PIPING AND ASTM LISTING TO THE
 MATERIALS LIST SHOWN ON THE PLAN SHEETS.
 2) THE PREVIOUS (1ST) REVIEW COMMENT REQUESTING THE
 CORRECT JOB ADDRESS TO BE PLACED ON THE PLANS STILL
 EXISTS- PLEASE COMPLY.
 3) PLEASE INCLUDE A PRODUCT SPEC SHEET IN THE PACKAGE
 FOR THE AMES BACKFLOW PREVENTER. PLEASE NOTE THE DEVICE
 MUST BE LEAD FREE. CONTACT THE CITY OF WEST PALM BEACH
 UTILITIES DEPARTMENT FOR FURTHER INFORMATION- 822-2200.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-03-21 Cont ID  
Sent By ccole Date 2016-03-21 Time 17:08 Rev Time 0.00
Received By ccole Date 2016-03-21 Time 17:08 Sent To  
Notes
2016-03-21 17:12:37 
 2ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010052
 3/21/16
  
 1) PLEASE ADD THE CPVC PIPING AND ASTM LISTING TO THE
 MATERIALS LIST SHOWN ON THE PLAN SHEETS.
 2) THE PREVIOUS (1ST) REVIEW COMMENT REQUESTING THE
 CORRECT JOB ADDRESS TO BE PLACED ON THE PLANS STILL
 EXISTS- PLEASE COMPLY.
 3) PLEASE INCLUDE A PRODUCT SPEC SHEET IN THE PACKAGE
 FOR THE AMES BACKFLOW PREVENTER. PLEASE NOTE THE DEVICE
 MUST BE LEAD FREE. CONTACT THE CITY OF WEST PALM BEACH
 UTILITIES DEPARTMENT FOR FURTHER INFORMATION- 822-2200.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-02-05 Cont ID  
Sent By hmoser Date 2016-02-05 Time 14:17 Rev Time 0.00
Received By hmoser Date 2016-02-05 Time 13:11 Sent To  
Notes
2016-02-05 14:17:25PLAN DENIED
 PROVIDE JOB ADDRESS ON PLANS.
 SEE FIRE COMMENTS
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676


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