Plan Review Details - Permit 02031469
Plan Review Stops For Permit 02031469
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-06-18 Cont ID  
Sent By jwitmer Date 2002-06-18 Time 10:18 Rev Time 0.25
Received By jwitmer Date   Time   Sent To  
Notes
2002-06-18 00:00:00REVISION; WIRE MESH SLAB SUPPORT
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2002-05-17 Cont ID  
Sent By jwitmer Date 2002-05-17 Time 13:25 Rev Time 2.00
Received By jwitmer Date 2002-05-17 Time 13:24 Sent To  
Notes
2002-05-17 00:00:00PROVISO:
 PERMIT 02031469
 2881 N BIGHT
  
 1)FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
 ANY QUESTIONS PLEASE CALL,
 JIM WITMER
 BUILDING PLAN REVIEW
 DEPARTMENT OF CONSTRUCTION SERVICES
 CITY OF WEST PALM BEACH
 (561) 659-8096 EXT. 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-04-16 Cont ID  
Sent By jwitmer Date 2002-04-16 Time 11:37 Rev Time 2.00
Received By jwitmer Date 2002-04-16 Time 11:37 Sent To  
Notes
2002-04-16 00:00:00BUILDING PLAN REVIEW
 PERMIT # 02031469
 2881 N BIGHT
 CONT: ENGLE HOMES
 TEL: 968-5671
  
 FL BLDG CODE= 2001 FLORIDA BUILDING CODE
  
 1)- PLANS SUBMITTED AFTER FEB 28, 2002
 SHALL BE REVIEWED UNDER THE 2001 FLORIDA
 CODE.
 2)- SHEET #1 TO INDICATE DESIGNED TO FL
 BLDG CODE. FL BLDG CODE 1606.1.7 INFOR-
 MATION REQUIRED FOR WIND SHALL BE ON THE
 CONSTRUCTION DRAWINGS
 3)- FL BLDG CODE 1909.3 (EXCEPTION# 2)
 CONCRETE SLABS ON GRADE ON GRADE CONTAIN
 ING 6X6/ W1.4XW1.4 WELDED WIRE REINFORCE
 MENT FABRIC TO BE LOCATED IN THE MIDDLE
 TO UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3'-0" OR IN
 ACCORDANCE WITH MANUFACTURES SPEC.
 4)- ANCHOR SCHEDULE:
 B TYPE ANCHOR 1383 LBS UPLIFT. THE SIMPS
 ON HETAL CONNECTION WITH (15) #10D NAILS
 WITH 112LBS SHEAR= 1680 "OK". WHEN THE
 SAME 112LBS SHEAR IS APPLIED TO (5)#10'S
 =560LBS NOT THE 1383REQUIRED? IT IS NOT
 CLEAR IF THE TA & TAR COMBINED WITH
 (10) 10D@112=1120 LBS, STILL SHORT THE
 1383.
 5)- TRUSS ENGINEERING IS DESIGNED TO
 110MPH NOT THE 140 MPH.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-7096X8412
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-04-09 Cont ID  
Sent By btrobaug Date 2002-04-09 Time 07:49 Rev Time 0.00
Received By btrobaug Date 2002-04-09 Time 07:10 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-08-02 Cont ID  
Sent By pkrauss Date 2002-08-02 Time 10:59 Rev Time 0.35
Received By pkrauss Date   Time   Sent To  
Notes
2002-08-02 00:00:00MECHANICAL PERMIT 02031527
 REVISION
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-04-13 Cont ID  
Sent By hmoser Date 2002-04-13 Time 08:17 Rev Time 0.33
Received By hmoser Date 2002-04-13 Time 08:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-04-11 Cont ID  
Sent By btrobaug Date 2002-04-09 Time 07:49 Rev Time 0.33
Received By jleech Date 2002-04-11 Time 14:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2002-04-03 Cont ID  
Sent By sgraham Date 2002-04-03 Time 13:54 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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