Plan Review Details - Permit 02050549
Plan Review Stops For Permit 02050549
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-05-29 Cont ID  
Sent By btrobaug Date 2002-05-29 Time 08:23 Rev Time 0.00
Received By btrobaug Date 2002-05-28 Time 17:50 Sent To R
Notes
2002-05-29 00:00:00PROVISO
 ~~~~~~~
 PLEASE NOTE THE FOLLOWING AND MAKE ANY
 NECESSARY CHANGES BEFORE CALLING FOR
 INSPECTION.
  
 1} PLEASE SHOW ALL OUTLET SPACING
 TO MEET 2',6',12' RULE PER 210-52.
 ESPECIALLY NOTE THE BEDROOM LOCATIONS.
  
 2} SMOKE DETECTORS ON THE PLAN DO NOT
 COMPLY WITH NFPA-72.PLEASE INSTALL
 ACCORDING TO 2-2.1.1.1, 2-2.2.1,AND
 2-5.2.1.2
 AT THE STAIRWELL.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL;
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/659-8096 EXT. 8392
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-12-04 Cont ID  
Sent By btrobaug Date 2002-12-04 Time 16:03 Rev Time 0.00
Received By btrobaug Date 2002-12-04 Time 16:03 Sent To R
Notes
2002-12-04 00:00:00TO HAROLD P./WRT.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-05-27 Cont ID  
Sent By hmoser Date 2002-05-27 Time 12:50 Rev Time 0.33
Received By hmoser Date 2002-05-27 Time 12:50 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2002-09-04 Cont ID  
Sent By kstevens Date 2002-09-04 Time 15:46 Rev Time 0.00
Received By kstevens Date 2002-09-04 Time 15:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-08-27 Cont ID  
Sent By kstevens Date 2002-08-27 Time 06:29 Rev Time 0.00
Received By kstevens Date 2002-08-27 Time 06:29 Sent To  
Notes
2002-08-27 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) REVISIONS TO A SIGNED AND SEALED PLAN
 SHALL BE SIGNED BY ENG./ARCHIT. OF REC-
 ORD.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-05-25 Cont ID  
Sent By kstevens Date 2002-05-25 Time 05:32 Rev Time 0.00
Received By kstevens Date 2002-05-25 Time 05:32 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2002-12-10 Cont ID  
Sent By hpiskura Date 2002-12-10 Time 12:01 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-12-10 00:00:00FOUNDATION REVISION DATED 11/26/02
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-08-05 Cont ID  
Sent By btrobaug Date 2002-12-04 Time 16:04 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-07-10 Cont ID  
Sent By hpiskura Date 2002-07-10 Time 15:04 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-07-10 00:00:00THE MAJORITY OF ITEMS ON THE 5/29/02
 CHECKLIST HAVE NOT BEEN ADDRESSED.
  
 THE REQUESTED DESIGN LOADS ARE NOT
 SHOWN ON THE PLANS.
  
 THE SHEAR WALL ANALYSIS FOR THE SECOND
 FLOOR HAS NOT BEEN DONE.THE UNSIGNED,
 HAND WRITTEN CALCULATIONS ARE WITHOUT
 STANDING FOR THE SHEARWALL OR THE
 GLAZING IN THE HAND AND GUARD RAILS.
  
 THE HILIGHTED CODE SECTION 2103.1,
 EXCEPTION #3 IS NOT RELEVANT TO THE
 REQUIREMENT OF PROVIDING RESPONSIBLE
 DESIGN CRITERIA FOR REINFORCED MASONRY
 ON THE PLANS.
  
 THE 5/29/02 LIST IS ATTACHED HERE AGAIN.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-13 Cont ID  
Sent By btrobaug Date 2002-05-29 Time 09:39 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-06-13 00:00:00THE PLANS ARE NOT CLEAR.SHEET 1 OF 6
 INDICATES SEVERAL SECTIONS MARKED
 VARIOUSLY AS A B C 2/1, ETC. AND ARE
 NOWHERE TO BE FOUND ON THE PLANS.
  
 SHEET 1 OF 6 DECLARES DESIGN FOR LOADS
 FOR THE ROOF.WHAT ABOUT THE REST OF
 THE BUILDING?IS THE 1.8 INTERNAL
 PRESSURECOEFFICIENT A TYPO?HOW WAS IT
 DERIVED?
  
 DESIGN PRESSURES ARE SHOWN ONLY ON THE
 GARAGE DOORS.SHOW THE PRESSURES FOR
 THE OTHER OPENINGS AS WELL.
  
 THE SECOND FLOOR SHOWS SHEAR WALLS IN
 ONLY ONE QUADRANT.HOW ARE FORCES FROM
 OTHER DIRECTIONS RESISTED?PROVIDE A
 SPECIFIC DESIGN AND CALCULATIONS
 DEMONSTRATING COMPLIANCE WITH FBC 2313.
  
 ROOF NOTE #8 CITES NAILING FOR ZONES "C"
 AND "SE" WHERE ARE THEY DEFINED?
  
 SHEET 2 OF 6 SHOWS TWO DIFFERENT FOOTING
 TYPES, 2 AND 9.SHOW HOW THE
 TRANSITION WILL BE ACCOMPLISHED.
  
 SHOW THE CONTINUOUS CONNECTION/LOAD PATH
 FOR THE "7 1/2 POSTS".ADJUST THE 3
 2X4 POST NOTE ON THE FOUNDATION PLAN AS
 NECESSARY.
  
 PROVIDE THE REINFORCED MASONRY DESIGN
 CRITERIA FROM ACI 530.SEE FBC 2103.1.
  
 SHEETS A AND B.PROVIDE SPECIIC
 RELEVANCE TO SHEETS 1 THROUGH 6, SEE
 FBC 104.2.
  
 THE GLAZED HAND AND GUARD RAILS DO NOT
 APPEAR TO COMPLY WITH FBC 2405.5,
 PROVIDE ADDITIONAL DETAILS AND
 CALCULATIONS.
  
 THE 2000 PSI GROUT STRENGTH IS SOMEWHAT
 LESS THAN THE 3200 PSI STRENGTH CALLED
 FOR FASTENERS TO BE USED IN THE SHUTTER
 AND WINDOW ATTACHMENTS. PLEASE REVISE
 ACCORDINGLY.
  
 THE MIAMI-DADE #99-0429.01 GENERAL
 PRODUCTS DOOR NOTICE OF ACCEPTANCE IS
 EXPIRED
  
 WHICH SHUTTER OR WHAT COMBINATION OF
 EASTERN METALS AND AMERICAN SHUTTER
 SYSTEMS WILL BE USED?THE AMERICAN
 SHUTTER DRAWING DOES NOT SHOW AN EDGE
 DISTANCE FOR THE FASTENERS.
  
  
 SBCCI REPORT 2139, SPECIFY WHICH DOORS
 WILL BE USED.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-05-16 Cont ID  
Sent By sgraham Date 2002-05-16 Time 09:23 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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