Plan Review Details - Permit 17040203
Plan Review Stops For Permit 17040203
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-05-02 Cont ID  
Sent By rmcdouga Date 2017-05-02 Time 17:09 Rev Time 0.00
Received By rmcdouga Date 2017-05-02 Time 17:09 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-04-19 Cont ID  
Sent By rmcdouga Date 2017-04-19 Time 19:20 Rev Time 0.00
Received By rmcdouga Date 2017-04-19 Time 18:45 Sent To  
Notes
2017-04-19 19:20:30PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) PROVIDE A DETAIL SHOWING HOW THE NEW PAVERS WILL
 TRANSITION INTO THE POOL COPING AROUND THE EXISTING
 POOL. FBC 107.2.1.3
  
 2) SPECIFY HOW THE NEW PAVERS WILL BE INSTALLED. WILL
 THEY BE SET IN MORTAR, EPOXIED, ETC. FBC 107.2.1.3
  
 3) SHOW COMPLIANCE WITH THE FOLLOWING ITEMS:
  
 - 454.1.2.5.3 STAIRS SHALL HAVE A MINIMUM TREAD WIDTH
 OF 10 INCHES (254 MM) AND A MAXIMUM WIDTH OF 48 INCHES
 (1219 MM) FOR A MINIMUM TREAD LENGTH OF 24 INCHES (610
 MM) AND A MAXIMUM RISER HEIGHT OF 10 INCHES (254 MM).
 TREADS AND RISERS BETWEEN THE TOP AND BOTTOM TREADS
 SHALL BE UNIFORM TO WITHIN 1/2 INCH (12.7 MM) IN WIDTH
 AND HEIGHT. THE RISER HEIGHTS SHALL BE MEASURED AT THE
 MARKED STEP EDGES AND THE DIFFERENCES IN ELEVATION
 SHALL BE CONSIDERED THE RISER HEIGHTS. THE FRONT 3/4 TO
 2 INCHES (19.1 TO 51 MM) OF THE TREAD AND THE TOP 2
 INCHES (51 MM) OF THE RISER SHALL BE TILE, DARK IN
 COLOR, CONTRASTING WITH THE INTERIOR OF THE POOL. TILE
 SHALL BE SLIP RESISTANT. BULLNOSE TILE THAT IS SLIP
 RESISTANT MAY BE USED WHEN THE 3/4-INCH (19 MM) SEGMENT
 IS PLACED ON THE TREAD OR HORIZONTAL SURFACE AND THE
 2-INCH (51 MM) SEGMENT IS PLACED ON THE RISER OR
 VERTICAL SURFACE. WHERE THE GUTTER IS USED AS THE TOP
 STEP, THE TILE ON THE GUTTER FOR THE WIDTH OF THE STEPS
 SHALL BE SLIP RESISTANT. VINYL LINER AND FIBERGLASS
 POOLS MAY USE OTHER MATERIAL FOR THE STEP EDGE MARKING,
 PROVIDED THE MATERIAL IS PERMANENT, PERMANENTLY
 SECURED, DARK IN COLOR, NONFADING AND SLIP RESISTANT.
  
 - 454.1.2.5.5 HANDRAILS SHALL BE PROVIDED FOR ALL
 STAIRS, SHALL BE ANCHORED IN THE BOTTOM STEP AND THE
 DECK. WHERE ?FIGURE 4" DECK-MOUNTED-TYPE HANDRAILS ARE
 USED, THEY SHALL BE ANCHORED IN THE DECK AND EXTEND
 LATERALLY TO ANY POINT VERTICALLY ABOVE THE BOTTOM
 STEP. GRABRAILS MUST BE MOUNTED IN THE POOL DECK AT
 EACH SIDE OF RECESSED STEPS. HANDRAILS AND GRABRAILS
 SHALL EXTEND BETWEEN 28 AND 40 INCHES (711 MM AND 1016
 MM) ABOVE THE STEP EDGE AND DECK.
  
 - 454.1.3.1.1 POOL WET DECKS SHALL BE CONSTRUCTED OF
 CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH
 SLIP-RESISTANT FINISH. WET DECK AREA FINISHES SHALL BE
 DESIGNED FOR SUCH USE AND SHALL BE INSTALLED IN
 ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
  
 - 454.1.3.1.2 POOL WET DECKS SHALL BE UNIFORMLY SLOPED
 AT A MINIMUM OF 2 PERCENT TO A MAXIMUM OF 4 PERCENT
 AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT
 STANDING WATER. TEXTURED DECK FINISHES THAT PROVIDE
 PITTING AND CREVICES OF MORE THAN 3/16 INCH (4.8 MM)
 DEEP THAT ACCUMULATE SOIL ARE PROHIBITED. IF SETTLING
 OR WEATHERING OCCURS THAT WOULD CAUSE STANDING WATER,
 THE ORIGINAL SLOPES SHALL BE RESTORED OR CORRECTIVE
 DRAINS INSTALLED. WHEN A CURB IS PROVIDED, THE DECK
 SHALL NOT BE MORE THAN 10 INCHES (254 MM) BELOW THE TOP
 OF THE CURB.
  
 - 454.1.3.1.3 POOL WET DECKS SHALL HAVE A MINIMUM
 UNOBSTRUCTED WIDTH OF 4 FEET (1219 MM) AROUND THE
 PERIMETER OF THE POOL, POOL CURB, LADDERS, HANDRAILS,
 DIVING BOARDS, DIVING TOWERS AND SLIDES.
  
 - 454.1.3.1.8 THE VERTICAL CLEARANCE ABOVE THE POOL
 DECK SHALL BE AT LEAST 7 FEET (2137 MM).
  
  

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2017-04-28 Cont ID  
Sent By hhall Date 2017-04-28 Time 13:21 Rev Time 0.00
Received By hhall Date 2017-04-28 Time 13:21 Sent To B
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2017-04-19 Cont ID  
Sent By hhall Date 2017-04-19 Time 12:29 Rev Time 0.00
Received By hhall Date 2017-04-19 Time 12:29 Sent To B
Notes
2017-04-19 12:30:16PASSED - NO UTILITY CONFLICTS

Review Stop I INCOMING/PROCESSING
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmarchan Date 2017-04-25 Time 10:20 Sent To  
Notes
2017-04-26 10:20:37RESUB ROUTED TO NJWIRA VIA ZONING INBOX

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-04-19 Cont ID  
Sent By rmcdouga Date 2017-04-19 Time 19:25 Rev Time 0.00
Received By rmcdouga Date 2017-04-05 Time 12:48 Sent To  
Notes
2017-04-06 12:48:26ROUTED TO ZONING

Review Stop Z ZONING
Rev No 2 Status P Date 2017-04-27 Cont ID  
Sent By njwira Date 2017-04-27 Time 13:30 Rev Time 0.00
Received By njwira Date 2017-04-26 Time 13:41 Sent To ENG
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status P Date 2017-04-10 Cont ID  
Sent By njwira Date 2017-04-10 Time 16:42 Rev Time 0.00
Received By njwira Date 2017-04-07 Time 11:29 Sent To ENG
Notes
***NONE***


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