Plan Review Details - Permit 03100943
Plan Review Stops For Permit 03100943
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-12-09 Cont ID  
Sent By rmcdouga Date 2003-12-09 Time 10:49 Rev Time 4.00
Received By rmcdouga Date 2003-12-09 Time 10:49 Sent To  
Notes
2003-12-09 00:00:00PROVISO
  
 1) SUBMIT PRODUCT APPROVALS FOR NON-
 IMPACT RESISTANT SINGLE HUNG WINDOWS
 WITH COVER SHEET INDICATING LISTING FOR
 STATE PRODUCT APPROVAL OR APPLICATION
 FOR LOCAL PRODUCT APPROVAL.
  
 2) SUBMIT LOCAL PRODUCT APPROVAL FOR THE
 ENGINEERED BUTT GLASS WINDOW AS REQUIRED
 BY FAC 9B-72.
  
 3) SUBMIT STATE OR LOCAL PRODUCT
 APPROVAL COVERSHEET FOR STORM PANELS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-14 Cont ID  
Sent By csiegber Date 2003-12-04 Time 14:25 Rev Time 4.00
Received By rmcdouga Date 2003-11-14 Time 11:35 Sent To  
Notes
2003-11-14 00:00:00UNSAT
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL TEST. PLEASE UPDATE THE COVER
 PAGE TO REFERENCE THE 2001 FLORIDA
 BUILDING CODE.
  
 3) UPDATE THE FOUNDATION NOTES ON A1 TO
 REFERENCE THE ACI AND TMS 2002 EDITIONS
 AS REFERENCED IN FBC CHAPTER 35.
  
 4) SOMEONE HAS USED WHITEOUT TO CHANGE
 THE DIMENSIONS FOR THE CHANGE IN BEAM
 HEIGHT ON SHEET A2. THE ELEVATIONS HAVE
 NOT BEEN REVISED TO REFLECT THE CHANGE.
 ALL CHANGES TO THE DRAWINGS MUST BE DONE
 BY THE DESIGNER OF RECORD.
  
 5) SPECIFY SAFETY GLAZING FOR THE
 WINDOWS AT THE MASTER BATH WHIRLPOOL TUB
 AS REQUIRED BY FBC 2405.2.
  
 6)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.
  
 7)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
 REVISE THE ANCHOR LEGEND ON A5. SEE THE
 NOTES ON PLAN AND THE 2003 USP CATALOG.
  
 8) ON DETAIL 6 ON A5 SPECIFY THE TYPE,
 SIZE, LENGTH/EMBED DEPTH OF THE THREE
 FASTENERS SHOWN THROUGH THE GIRDER.
  
 9) UPDATE THE HUGHES CONNECTOR SPECIFIED
 IN DETAIL 7 ON A5. HUGHES IS NO LONGER
 IN BUSINESS.
  
 10) REVISE DETAIL 7 ON A5 THERE APPEARS
 TO BE A CONFLICT BETWEEN NOTE #6 AND THE
 3/4" BOLTS SPECIFIED ON THE DRAWING.
  
 11) ON SHEET A5 THE STEEL COLUMN HEIGHT
 WAS WHITED OUT AND CHANGED. CHANGES
 MUST BE MADE BY THE DESIGNER OF RECORD.
 PLEASE CORRECT.
  
 12) THE WALL SECTIONS (1 & 2) ON A7
 LIST INCORRECT FASTENER SPACING FOR THE
 ROOF SHEATHING. PLEASE CORRECT. SEE CITY
 AMENDMENTS TO FBC TABLE 2306.1.
  
 13) CLARIFY THE WIRE LATH NAILING
 SPECIFIED IN THE NAILING SCHEDULE ON A8.
 ASTM C 1063 REQUIRES 3/8" RIB LATH TO BE
 FASTENED AT EVERY RIB (4"O.C.) AND
 FASTENERS ARE REQUIRED TO PENETRATE
 1-3/4" INTO FRAMING MEMBERS WHEN APPLIED
 HORIZONTALLY.
  
 14) INDICATE THE POSITIVE AND NEGATIVE
 WINDLOADS FOR THE SPAN AND OPENING SIZE
 FOR THE MULLION IN DETAIL 8 ON A8.
  
 15) PRODUCT APPROVALS SUBMITTED AFTER
 OCTOBER 1, 2003 ARE REQUIRED TO COMPLY
 WITH THE STATE OF FLORIDA PRODUCT
 APPROVAL SYSTEM. FOR INFORMATION SEE THE
 STATE WEBSITE AT WWW.FLORIDABUILDING.ORG
 PRODUCTS WITH STATE APPROVAL ARE
 REQUIRED TO BE SUBMITTED WITH A COVER
 SHEET WHICH LISTS THE PRODUCT IDENTITY
 NUMBER FROM THE STATE. IF THE PRODUCT DO
 ES NOT HAVE STATEWIDE PRODUCT APPROVAL,
 SUBMIT AN APPLICATION FOR LOCAL PRODUCT
 APPROVAL PER RULE 9B-72. SEE ATTACHMENT.
  
 16) THE PRODUCT APPROVAL FOR THE THERMA-
 TRU OUTSWING GLAZED STEEL DOOR IS
 ILLEGIBLE AND INCOMPLETE.
  
 17) THE PRODUCT APPROVALS ARE FOR
 IMPACT WINDOWS AND DOORS, HOWEVER, THE
 STORM PANEL INFORMATION AND PLANS
 INDICATE THAT ALL GLAZING IS TO BE
 SHUTTERED. PLEASE CLARIFY.
  
 18)FBC 1005.4.5 (GLITCH AMENDMENTS
 JULY 1, 2003) REQUIRES AT LEAST ONE
 MEANS OF ESCAPE FROM A DWELLING WHEN
 SHUTTERED FOR IMPACT PROTECTION. THE
 MEANS OF ESCAPE SHALL BE WITHIN THE
 FIRST FLOOR OF THE DWELLING AND CAN NOT
 BE LOCATED IN A GARAGE. OCCUPANTS IN ANY
 PART OF THE DWELLING SHALL HAVE ACCESS
 TO IT WITHOUT HAVING TO PASS THROUGH A
 LOCKABLE DOOR NOT UNDER THEIR CONTROL.
 INDICATE HOW COMPLIANCE WILL BE
 ACHIEVED.
  
 19) THE PRODUCT APPROVAL FOR THE WINDOW
 WALL SYSTEM IS MISSING SHEET 3 OF THE
 DRAWINGS. PLEASE INDICATE WHERE THIS
 SYSTEM IS BEING INSTALLED IN THE
 STRUCTURE.
  
 20) PLEASE CLARIFY THE STORE DOORS THAT
 ARE LISTED IN THE DOOR SCHEDULE ON A2.
 ARE THESE THE FRENCH DOORS WITH SIDELITE
 OR ARE THEY COMMERCIAL STOREFRONT DOORS?
  
 21) SUBMIT PRODUCT APPROVALS FOR FRENCH
 DOORS WITHOUT SIDELITES.
  
 22) THE PRODUCT APPROVALS SUBMITTED FOR
 THE MULLIONS ARE NOT ACCEPTABLE FOR USE
 BETWEEN THE FRENCH DOORS W/SIDELITES
 AND THE TRANSOM WINDOWS ABOVE. A LINTEL,
 STEEL OR CONC. BEAM MAY BE REQUIRED.
  
 23) SUBMIT PRODUCT APPROVALS OR ENGINEER
 ING FOR THE BUTT GLASS ASSEMBLY. SUBMIT
 CALCULATIONS, TESTING, ETC.
  
 24) PLEASE REMOVE PRODUCT APPROVALS FOR
 COMPONENTS THAT WILL NOT BE USED IN THIS
 STRUCTURE. (GLASS BLK.,SGD,CASEMENT
 WINDOWS)
  
 25) TRUSS DRAWINGS ARE NOT REQUIRED TO
 BE SUBMITTED FOR REVIEW FOR ONE & TWO
 FAMILY DWELLINGS. THEY ARE TO BE GIVEN
 TO THE FIELD INSOECTOR AT TIME OF TRUSS
 INSPECTION. THE LAYOUT HAS THE WRONG
 WIND SPEED OF 110 MPH. IT IS REQIRED TO
 BE SIGNED BY THE DESIGNER OF RECORD FOR
 THE STRUCTURE AS HAVING BEEN REVIEWED &
 APPROVED. THE COVER SHEET FOR THE TRUSS
 DRAWINGS DOES NOT HAVE THE ORIGINAL WET
 SIGNATURE OF THE TRUSS ENGINEER. THE
 INFORMATION IS WRITTEN IN PENCIL AND NOT
 INK. THE BOTTOM CORD LIVE LOAD IS
 REQUIRED TO BE 10 PSF BY FBC TABLE
 1604.1. PLEASE MAKE CORRECTIONS NOTED.
  
 IF YOU HAVE ANY QUESTIONS CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-10-27 Cont ID  
Sent By dpalmer Date 2003-10-27 Time 10:48 Rev Time 0.50
Received By dpalmer Date 2003-10-27 Time 10:48 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-02-25 Cont ID  
Sent By csiegber Date 2004-02-25 Time 10:56 Rev Time 0.00
Received By csiegber Date 2004-02-25 Time 10:55 Sent To M
Notes
2004-02-25 00:00:00TO PK DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-12-04 Cont ID  
Sent By csiegber Date 2003-12-04 Time 14:25 Rev Time 0.00
Received By csiegber Date 2003-12-04 Time 14:25 Sent To B
Notes
2003-12-04 00:00:00TO RM DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-11-14 Cont ID  
Sent By mmclean Date 2003-10-16 Time 16:17 Rev Time 0.00
Received By csiegber Date 2003-10-16 Time 11:19 Sent To  
Notes
2003-10-16 00:00:00TO Z
 TO SFD RACK/E
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-11-06 Cont ID  
Sent By csiegber Date 2004-02-25 Time 10:56 Rev Time 0.33
Received By pkrauss Date 2003-10-28 Time 06:51 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-10-28 Cont ID  
Sent By pkrauss Date 2003-11-06 Time 07:08 Rev Time 0.33
Received By jleech Date 2003-10-28 Time 18:30 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-10-16 Cont ID  
Sent By mmclean Date 2003-10-16 Time 16:16 Rev Time 0.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


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