Plan Review Details - Permit 01070623
Plan Review Stops For Permit 01070623
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-07-31 Cont ID  
Sent By dpalmer Date 2001-07-31 Time 20:46 Rev Time 0.00
Received By dpalmer Date 2001-07-31 Time 20:46 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-07-21 Cont ID  
Sent By hmoser Date 2001-07-21 Time 11:43 Rev Time 0.33
Received By hmoser Date 2001-07-21 Time 11:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-07-18 Cont ID  
Sent By jleech Date 2001-07-18 Time 19:49 Rev Time 0.25
Received By jleech Date 2001-07-18 Time 19:49 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-01-14 Cont ID  
Sent By rmcdouga Date 2002-01-14 Time 10:08 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-14 00:00:00TRUSSES OK W/LETTER FROM ENGINEER
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2001-10-29 Cont ID  
Sent By rmcdouga Date 2001-10-29 Time 10:28 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-10-29 00:00:00TRUSSES
 UNSAT
  
 ROOF TRUSSES
 1) TRUSS GR2 - THE PLANS INDICATE SHA-6
 CONNECTORS (WHICH ARE INSTALLED IN PAIRS
 AND ARE RATED FOR 3745# OF UPLIFT ON 2
 PLY TRUSSES) ON EACH END OF GR2. THE
 UPLIFTS ON THE TRUSS DRAWINGS (3831# AND
 5009#) BOTH EXCEED THE CONNECTOR
 CAPACITY. THE CONNECTOR SCHEDULE FOR 7B
 INDICATES A HUGHES SHA-6 WITH AN UPLIFT
 RATING OF 10560#,HOWEVER THE USP CATALOG
 INDICATES AN UPLIFT VALUE OF 3745# FOR A
 (2) PLY TRUSS. PLEASE CLARIFY HOW (2)
 PAIRS OF SHA-6 CONNECTORS CAN BE
 INSTALLED ON ONE END OF THIS TRUSS, AS
 SPECIFIED ON THE PLANS (A-5).
  
 2) TRUSS DRAWINGS INDICATE HG3 HAS AN
 UPLIFT OF 2078# AT JOINT 12, THE CENTER
 BEARING POINT. THIS EXCEEDS THE CAPACITY
 OF THEHETAL-16 (1365#) SPECIFIED ON
 THE PLANS.
  
 3) THE CONNECTOR SCHEDULE ON SHEET A-5
 DOES NOT INDICATE THE DIAMETER OF THE
 SPECIFIED BOLTS.
  
 FLOOR
  
 4) TRUSS FG1 HAS AN UPLIFT OF 5797# AT
 JOINT 1 PER TRUSS DRAWINGS. THE SHA-6
 CONNECTOR IS RATED FOR 5615# UPLIFT FOR
 A (3) PLY TRUSS.
  
 5) THE RTPGA STRAP SPECIFIED ON THE PLAN
 FOR THE F7 TRUSSES WAS MADE BY SEMCO,
 NOT SIMPSON. THIS CONNECTOR IS NOT
 LISTED IN THE USP PRODUCT CATALOG AND
 WILL NO LONGER BE AVAILABLE.
  
 PLEASE MAKE THE NECESSARY CORRECTIONS
 AND RESUBMIT. PLEASE SUBMIT REVISED A-5
 SHEETS WITH TRUSSES.
  
 NOTE: BOTH SEMCO AND HUGHES HAVE BEEN
 PURCHASED BY USP. SOME OF THE PRODUCTS
 WILL BE DISCONTINUED. PLEASE CONSULT
 USP CATALOG FOR CURRENT PRODUCT
 AVAILABILITY.
  
 THE SAME COMMENTS APPLY TO TRUSSES FOR
 PERMIT NUMBERS 99121818, 01070605, AND
 01070628.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2001-08-07 Cont ID  
Sent By lsmith Date 2001-08-07 Time 07:54 Rev Time 2.50
Received By lsmith Date   Time   Sent To  
Notes
2001-08-07 00:00:00************BUILDING PROVISO************
  
 SBC 104.2.2
  
 1. PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUCTION WITH
 BFE BEFORE C/O.
  
 2. SUBMITT SIGNED & SEALED ENGINEERED
 TRUSS DRAWINGS (2 SETS) APPROVED BY
 ARCHITECT OF RECORD BEFORE TRUSSES ARE
 INSTALLED.
  
 3. NO OPTIONS SELECTED ON PLANS.ANY
 OPTIONS ADDED MUST BE APPROVED BEFORE
 CHANGES ARE DONE.
Review Stop Z ZONING
Rev No 1 Status P Date 2001-07-17 Cont ID  
Sent By sgraham Date 2001-07-17 Time 13:28 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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