Plan Review Details - Permit 18090896
Plan Review Stops For Permit 18090896
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-10-18 Cont ID  
Sent By jgomez Date 2018-10-18 Time 10:21 Rev Time 0.00
Received By jgomez Date 2018-10-17 Time 17:14 Sent To FIRE
Notes
2018-10-18 13:24:31BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- CLARIFY PURPOSE OF STAIRS. ARE THESE STAIRS GOING TO
 BE PART OF THE EGRESS REQUIREMENTS OR CIRCULATION.
 PROPER REVIEW CAN NOT BE DONE WITHOUT PROPOSED USE.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 2- PER CONVERSATION WITH RODNEY NORTH GREEN
 (ARCHITECT), THIS BUILDING HAS A RESTAURANT. ACCORDING
 TO CITY RECORDS AND PALM BEACH COUNTY PROPERTY
 APPRAISER THIS BUILDING IS WAREHOUSE NOT RESTAURANT. IS
 THIS A CHANGE OF OCCUPANCY?. PROVIDE PROOF OF CHANGE
 OCCUPANCY. SEC. 107.2.1 CITY AMENDMENTS.
  
 3- REVISE/CLARIFY CODE INFORMATION ON SHEET A-1:
 A) FBC 2017 IS THE 6TH EDITION NOT 5TH EDITION. CHAPTER
 553 F.S.
  
 B) THIS IS NOT ALTERATION LEVEL 1. SEE CHAPTER 5 OF
 FBC-EXISTING BUILDING AND PROVIDE THE CORRECT
 CLASSIFICATION.
  
 C) CLARIFY OCCUPANCY: OCCUPANCY S-2?. COORDINATE WITH
 ITEM #2 ABOVE. SEC. 107.2.1 CITY AMENDMENTS.
  
 D) CONSTRUCTION TYPE SPECIFIED IS CONSTRUCTION TYPE
 II-B. THIS TYPE OF CONSTRUCTION IS FOR NONCOMBUSTIBLE
 MATERIALS. SEC. 602.2 FBC. STAIRS DETAILS ARE FOR WOOD
 STAIRS. NEED TO COORDINATE WITH ITEM #1 AND #2 ABOVE.
 WOOD STAIRS MAY NOT BE ALLOWED. REVISE/CLARIFY AS
 REQUIRED.
  
 4- ACCORDING TO SITE PLAN SUBMITTED, IT LOOKS LIKE THE
 PROPOSED STAIRS ARE OUTSIDE THE PROPERTY LINE OF THIS
 BUILDING. SEE ZONING REVIEW COMMENTS ALSO. REVISE AS
 REQUIRED. PROVIDE COPY OF SURVEY. SEC.107.2.1 CITY
 AMENDMENTS.
  
 5- PERMIT APPLICATION STATES "ADA COMPLIANCE STAIRS AND
 METAL RAILING". PLANS SUBMITTED SHOW WOOD STAIRS AND
 DECK. CLARIFY/REVISE TO MATCH. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 6- A)STAIR DETAILS ARE MISSING THE HANDRAIL AND
 GUARDRAIL COMPLETE DETAILS AND SPECIFICATIONS. PROVIDE
 COMPLETE DETAILS AND SPECIFICATIONS. SPECIFY ALL
 FRAMING MEMBERS AND CONNECTIONS AS REQUIRED TO RESIST
 THE LIVE LOADS. ALSO, THE TREAD DIMENSION (1'-0") IS
 INCORRECT THE WAY IS SHOWN. 2X12 P.T WOOD TREADS DON'T
 PROVIDE 12". COMPLETE DETAILS AND SPECIFICATIONS WILL
 BE REVIEW ONCE ITEMS #1 AND #2 ABOVE ARE CLARIFIED.
 NOTE: SPECIFY THE LIVE LOADS FOR STAIRS ALSO. SEC.
 107.2.1 CITY AMENDMENTS.
  
 B) STAIR DETAILS ARE MISSING THE LANDING FRAMING
 INFORMATION. SEC. 107.2.1 CITY AMENDMENTS.
  
 C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ALL
 STRINGERS CONNECTIONS. SEC. 107.2.1 CITY AMENDMENTS.
  
 ****ARCHITECT OF RECORD TO PROVIDE RESPONSE LETTER
 ADDRESSING EACH COMMENT TO HELP EXPEDITE THE REVIEW
 PROCESS.
  
 ****PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD
 DRAWING. SUBMIT OLD DRAWINGS FOR REFERENCE OF ALREADY
 REVIEWED DRAWINGS. DO NOT STAPLE OLD DRAWINGS TO PLANS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
2018-10-17 17:46:36 
  
 *****REVIEW IN PROGRESS........

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-10-19 Cont ID  
Sent By pleduc Date 2018-10-19 Time   Rev Time 0.00
Received By pleduc Date 2018-10-19 Time 11:17 Sent To I
Notes
2018-10-19 11:18:12THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE PROVIDE DETAILS OF HOW THESE STAIRS WILL BE
 USED. ARE THEY PART OF THE REQUIRED MEANS OF EGRESS OR
 CONVIENENCE STARIS?
  
  
 1) THE WIDTH INDICATED IS 36".
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.2.2.1.2* MINIMUM NEW STAIR WIDTH. (SEE ALSO 7.3.3.)
 (A) WHERE THE TOTAL OCCUPANT LOAD OF ALL STORIES SERVED
 BY THE STAIR
 IS FEWER THAN 50, THE MINIMUM WIDTH CLEAR OF ALL
 OBSTRUCTIONS,
 EXCEPT PROJECTIONS NOT MORE THAN 4? IN. (114 MM) AT OR
 BELOW
 HANDRAIL HEIGHT ON EACH SIDE, SHALL BE 36 IN. (915 MM).
 (B) *WHERE STAIRS SERVE OCCUPANT LOADS EXCEEDING THAT
 PERMITTED
 BY 7.2.2.2.1.2(A), THE MINIMUM WIDTH CLEAR OF ALL
 OBSTRUCTIONS,
 EXCEPT PROJECTIONS NOT MORE THAN 4? IN. (114 MM) AT OR
 BELOW
 HANDRAIL HEIGHT ON EACH SIDE, SHALL BE IN ACCORDANCE
 WITH TABLE
 7.2.2.2.1.2 (B) AND THE REQUIREMENTS OF,
 7.2.2.2.1.2(C),
 7.2.2.2.1.2(D), 7.2.2.2.1.2(E), AND 7.2.2.2.1.2(F).
  
 TABLE 7.2.2.2.1.2(B) NEW STAIR WIDTH
 TOTAL CUMULATIVE WIDTH
 OCCUPANT LOAD ASSIGNED
 TO THE STAIR IN. MM
 <2000 PERSONS 44 1120
 ?2000 PERSONS 56 1420
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
 2) THERE ARE INDICATIONS THAT THESE ARE WOOD STAIRS.
  
 PER NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.2.2.3 STAIR DETAILS.
 7.2.2.3.1 CONSTRUCTION.
 7.2.2.3.1.1 ALL STAIRS SERVING AS REQUIRED MEANS OF
 EGRESS SHALL BE OF
 PERMANENT FIXED CONSTRUCTION, UNLESS THEY ARE STAIRS
 SERVING SEATING THAT
 IS DESIGNED TO BE REPOSITIONED IN ACCORDANCE WITH
 CHAPTERS 12 AND 13.
 7.2.2.3.1.2 EACH STAIR, PLATFORM, AND LANDING, NOT
 INCLUDING HANDRAILS AND
 EXISTING STAIRS, IN BUILDINGS REQUIRED IN THIS CODE TO
 BE OF TYPE I OR TYPE
 II CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE MATERIAL
 THROUGHOUT.
  
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
  
 3) THERE ARE NO INDICATION OR DETAILS OF A RAILING OR
 GAURD ON THE OUTSIDE OF THE PROPOSED STAIRS
  
 7.2.2.4 GUARDS AND HANDRAILS.
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.1.1 STAIRS AND RAMPS SHALL HAVE HANDRAILS ON
 BOTH SIDES,
 UNLESS OTHERWISE PERMITTED IN 7.2.2.4.1.5 OR
 7.2.2.4.1.6.
 7.2.2.4.1.2 IN ADDITION TO THE HANDRAILS REQUIRED AT
 THE SIDES OF
 STAIRS BY 7.2.2.4.1.1, BOTH OF THE FOLLOWING PROVISIONS
 SHALL APPLY:
 (1) FOR NEW STAIRS, HANDRAILS SHALL BE PROVIDED WITHIN
 30 IN. (760
 MM) OF ALL PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (2) FOR EXISTING STAIRS, HANDRAILS SHALL MEET THE
 FOLLOWING CRITERIA:
 (A) THEY SHALL BE PROVIDED WITHIN 44 IN. (1120 MM) OF
 ALL
 PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (B) SUCH STAIRS SHALL NOT HAVE THEIR EGRESS CAPACITY
 ADJUSTED
 TO A HIGHER OCCUPANT LOAD THAN PERMITTED BY THE
 CAPACITY
 FACTOR IN TABLE 7.3.3.1 IF THE STAIR?S CLEAR WIDTH
 BETWEEN
 HANDRAILS EXCEEDS 60 IN. (1525 MM).
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
 4) THERE IS AN INDICATION OF INTERIM RAILS AT 8" OC.
  
 7.2.2.4.6.3* OPEN GUARDS, OTHER THAN APPROVED EXISTING
 OPEN
 GUARDS, SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL
 PATTERN SUCH
 THAT A SPHERE 4 IN. (100 MM) IN DIAMETER IS NOT ABLE TO
 PASS
 THROUGH ANY OPENING UP TO A HEIGHT OF 34 IN. (865 MM),
 AND THE
 FOLLOWING ALSO SHALL APPLY:
 (1) THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD,
 AND
 BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
 STAIR SHALL
 BE OF SUCH SIZE THAT A SPHERE 6 IN. (150 MM) IN
 DIAMETER IS
 NOT ABLE TO PASS THROUGH THE TRIANGULAR OPENING.
  
 PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE
 REFERENCES
  
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6)ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-10-19 Cont ID  
Sent By cpuell Date 2018-10-19 Time 13:33 Rev Time 0.00
Received By cpuell Date 2018-09-20 Time 12:00 Sent To  
Notes
2018-10-17 11:36:2810/17 MOVED FROM CT DESK TO JG DESK
  
2018-09-21 12:00:27ROUTED TO ZONING INBOX

Review Stop Z ZONING
Rev No 1 Status F Date 2018-09-24 Cont ID  
Sent By mcruz Date 2018-09-24 Time 13:44 Rev Time 0.00
Received By mcruz Date 2018-09-24 Time 13:32 Sent To B
Notes
2018-09-24 13:44:02ZONING REVIEW FAILED, DUE TO THE FOLLOWING:
  
 1) PROVIDE 2 COPIES OF THE PROPERTY SURVEY.
 2) INDICATE ON THE SURVEY THE LOCATION OF PROPOSED
 WORK.
 3) INDICATE SETBACK DIMENSION TO ADJACENT PROPERTY
 LINE.
  
 FOR ADDITIONAL INFORMATION, THE ZONING AND LAND
 DEVELOPMENT REGULATIONS MAY BE VIEWED ONLINE AT
 WWW.MUNICODE.COM OR VISIT THE CITY OF WEST PALM BEACH
 PLANNING DEPARTMENT WEBSITE AT
 WWW.CITYOFWPB.COM/PLAN/INDEX.HTM.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 MAGGIE CRUZ
 ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: 561-822-1442
 E-MAIL: [email protected]


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