Plan Review Details - Permit 03091886
Plan Review Stops For Permit 03091886
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-01-26 Cont ID  
Sent By rmcdouga Date 2004-01-26 Time 09:13 Rev Time 1.00
Received By rmcdouga Date 2004-01-26 Time 09:13 Sent To  
Notes
2004-01-26 00:00:00REVISION DENIED
  
 1) THE DRAWING THAT WAS SUBMITTED FOR
 THE REVISION SHOWS THAT A PORTION OF ONE
 OF THE BEARING WALLS AT THE HALF BATH
 HAS BEEN MOVED. THE BUILT UP 2X COLUMN
 AT THIS WALL SECTION IS NO LONGER SHOWN.
 SUBMIT REVISED FOUNDATION, FLOOR AND
 FRAMING PLANS THAT HAVE BEEN SIGNED,
 SEALED AND DATED BY THE ENGINEER OF
 RECORD.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-11-21 Cont ID  
Sent By kstevens Date 2004-01-24 Time 10:42 Rev Time 2.00
Received By rmcdouga Date 2003-11-21 Time 16:26 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-11-20 Cont ID  
Sent By csiegber Date 2003-11-20 Time 15:17 Rev Time 3.00
Received By rmcdouga Date 2003-11-19 Time 15:19 Sent To  
Notes
2003-11-19 00:00:00UNSAT
  
 1) SUBMIT A COPY OF THE PAID RECIEPT FOR
 THE COUNTY IMPACT FEES.
  
 2) PLAN SHEETS A1, A6 AND A7 CONTAIN
 STRUCTURAL INFORMATION AND ARE REQUIRED
 TO BE SIGNED BY THE ENGINEER. THE
 ENGINEER'S TITLE BLOCK IS REQUIRED TO BE
 ON EACH SHEET THAT HE SIGNS AND SEALS.
 SEE FAC 61G15-23. A COPY IS ATTACHED.
  
 3) THE DOOR FROM THE GARAGE TO THE
 CONDITIONED SPACE IS REQUIRED TO BE
 SOLID CORE OR INSULATED PER FBC CHAPTER
 13.
  
 4) THREE OF THE DETAILS ON SHEET S4 ARE
 NOT LABELED. THE OTHER TWO DETAILS ARE
 LABELED A AND B ON SK INSTEAD OF S4.
  
 5) SPECIFY THE LENGTH/EMBED DEPTH OF THE
 (2) J BOLTS OR 5/8" EXPANSION BOLTS ON
 THE GARAGE BUCK DETAIL ON A7.
  
 6) SECTION 1 ON S3 SPECIFIES A SIMPSON
 NSTA 18 STRAP. THIS SHOULD BE MSTA 18 AS
 SHOWN IN THE DETAIL ON S4.
  
 7) THE SECOND FLOOR ROOF PLAN CALLS FOR
 AN "L" TRUSS ANCHOR FOR SEVERAL TRUSSES.
 THE ANCHOR SCHEDULE DOES NOT LIST THIS
 ANCHOR. SEE SHEET S2.
  
 8) THE GIRDER TRUSSES ON S2 HAVE A NOTE
 TO SEE DETAIL 3/S4. THIS SHOULD BE 3/S3.
  
 9) CHANGE THE WIND 140 SBC ON S2 TO WIND
 140 FBC.
  
 10) THE MAXIMUM UPLIFT FOR THE SIMPSON
 HETAL 16 IS 1515. PLEASE CORRECT ANCHOR
 SCHEDULE ON S2.
  
 11) CLARIFY THE NAILING INFO ON DETAIL
 1/S3. THE 1-3/4" NAILS 4"OC IS FOR THE
 LATH NOT THE PLYWOOD SHEATHING.
  
 12) LABEL AND TIE DETAILS ON S4 TO THE
 AREAS ON THE PLANS TOP WHICH THEY
 CORRESPOND.
  
 13) SUBMIT PRODUCT APPROVALS FOR THE
 IMPACT RESISTANT FIXED GLASS ARCHTOP
 WINDOWS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-03 Cont ID  
Sent By pkrauss Date 2003-11-18 Time 13:36 Rev Time 4.00
Received By rmcdouga Date 2003-11-03 Time 13:02 Sent To  
Notes
2003-11-03 00:00:00DENIED
  
 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) THE ARCHITECT'S TITLE BLOCK IS
 REQUIRED TO LIST THE FIRM LICENSE NUMBER
 AND THE PRINTED NAME OF THE PERSON
 SEALING THE DOCUMENT PER FAC 61G-16.004.
  
 3) SPECIFY IN THE DESIGN PARAMETERS THAT
 THE ATTIC LIVE LOAD IS 10 PSF FOR ATTICS
 WITHOUT STORAGE AND 30 PSF FOR ATTICS
 WITH STORAGE. SEE FBC TABLE 1604.1.
  
 4) PLEASE CORRECT NOTE #9 ON A2 AND A3,
 WHICH SPECIFIES THAT AHU ARE TO BE
 LOCATED IN CONDITIONED SPACE. PLANS SHOW
 ONE IN GARAGE AND ONE IN ATTIC.
  
 5) NOTES 15 & 16 UNDER DESIGN PARAMETERS
 ON A1 SPECIFY STORM PANELS AND THE
 WINDOW & DOOR SCHEDULE ON A2 SPECIFIES
 IMPACT GLAZING.
  
 6) ITEM #5 ON THE DOOR SCHEDULE ON A2
 SPECS. A STORM PANEL FOR THE WOOD FRONT
 DOOR WHICH IS NOT INDICATED AS HAVING
 ANY GLAZING ON THE PLANS. PLEASE CLARIFY
  
 7) SPECIFY THE WIDTH OF THE STAIRS AND
 DIMENSIONS OF THE LANDINGS. PROVIDE A
 DETAIL INDICATING CONNECTIONS AND
 FIREBLOCKING AT THE TOP AND BOTTOM OF
 STAIR RUNS. SPECIFY THE MATERIAL USED
 FOR FIREBLOCKING.
  
 8) SPECIFY THE INTERIOR DOOR SIZES ON
 THE PLANS.
  
 9) PLEASE REVIEW THE 2ND FLOOR WINDOWS
 MARKED (B) WHICH ON A4 ARE NOT DRAWN TO
 SCALE. THEY MAY INTERFERE WITH THE ROOF
 BELOW. REVISE AS REQUIRED.
  
 10) PROVIDE COMPLETE SHOP DRAWINGS AND
 DETAILS FOR THE FRONT BALCONY RAILS.
 SPECIFY FASTENERS AND ATTACHMENTS.
  
 11) REVISE THE DESIGN PRESSURES FOR
 EXTERIOR OPENINGS LOCATED IN THE END
 ZONES. SEE FBC TABLE 1606.2B.
  
 12) REVISE HORIZONTAL WALL LOAD INFORM-
 ATION ON A6. THE MAXIMUM HORIZONTAL WALL
 LOADS ARE +26.0 AND -19.7. THE INTERNAL
 PRESSURE COEFFICENT FOR AN ENCLOSED
 STRUCTURE IS + OR - 0.18. SEE FBC TABLE
 1606.2A AND ASCE7-98.
  
 13) REVISE THE INFORMATION LISTED FOR
 THE SIMPSON SP6 CONNECTOR. REMOVE THE
 AVERAGE ULTIMATE UPLIFT VALUE AS IT CAN
 NOT BE USED. THE ALLOWABLE UPLIFT LOAD
 IS 630#. THIS CONNECTOR REQUIRES (6) 10D
 NAILS W/ ONE DRIVEN AT AN ANGLE THROUGH
 THE STUD AND INTO THE PLATE.
  
 14) INDICATE THE LOCATIONS OF THE 24"
 WIDE SIMPSON "STRONG-WALL SHEARWALL"
 SEGMENTS ON THE SECOND FLOOR WALL
 FRAMING PLAN.
  
 15) PROVIDE SECTIONS THAT INDICATE A
 CONTINOUS LOAD TRANSFER PATH FOR THE
 AREAS OF THE 2ND FLOOR OTHER THAN AT THE
 SHEAR WALL SEGMENTS. SPECIFY ALL
 CONNECTORS.
  
 16) SPECIFY THE SIZE AND MATERIAL FOR
 THE FIREBLOCKING AT THE TOP OF THE CBS
 WALL. SEE FBC 2305.
  
 17) REVISE THE VALUES FOR THE USP TA20R
 CONNECTOR LISTED ON THE SECTION ON A6.
 THE MAXIMUM UPLIFT VALUE IS 1205# WITH
 NO INCREASE IN THE STEEL CALCULATIONS.
 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.INCREASE 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.
  
 18) REVISE THE CONNECTOR SCHEDULE ON A7.
 THE ULTIMATE LOADS (TEST LOADS) ARE NOT
 ALLOWED TO BE USED FOR DESIGN. USE THE
 ALLOWABLE LOADS. SPECIFY VALUES THAT DO
 NOT INCLUDE A STRESS INCREASE ON THE
 STEEL CALCULATIONS. SEE 2003 USP OR 2002
 SIMPSON HIGH WIND CONST. CATALOGS.
  
 19) REVISE THE GUARDRAIL DETAIL ON A6.
 THE SPACE BELO THE BOTTOM RAIL MUST
 REJECT A 2" SPHERE. FBC 1015
  
 20) THE NOTE ON A7 SPECIFIES 48" BETWEEN
 VERTICAL MASONRY WALL REINFORCEMENT AND
 THIS CONFLICTS WITH THE FOUNDATION PLAN
 ON S1.
  
 21) CLARIFY THE UNEQUAL SPACING OF THE
 FASTENERS FOR THE GARAGE DOOR BUCK ON A7
 MAKE SURE THAT THIS CORRESPONDS TO THE
 PRODUCT APPROVAL FOR THE GARAGE DOOR.
  
 22) REVISE THE VENTING NOTES ON A8 TO
 NET FREE VENT AREA AND CEILING AREA.
 SEE FBC 2309.2.1.
  
 23) PROVIDE AN INTERIOR BEARING WALL
 SECTION. SPECIFY ALL CONNECTORS, SIZE &
 SPACING OF FRAMING MEMBERS, ETC.
  
 24) SPECIFY THE SIZE AND REINFORCEMENT
 AT THE ISOLATED PAD AT THE COVERED REAR
 PORCH.
  
 25) THE F1 FOOTER MARKS ARE IN THE WRONG
 LOCATION AT THE COVERED REAR PORCH AREA
 ON S1.
  
 26) REVISE THE COLUMN DETAIL ON S1. SEE
 NOTES ON THE PLANS. THE UPLIFT VALUES
 ARE INCORRECT, CONNECTORS FOR WRONG POST
 DIMENSIONS, POST CAP TO RECEIVE BEAMS AT
 90 DEGREES REQUIRED, ETC.
  
 27) SPECIFY CONNECTORS FOR THE 2 X 12
 BEAMS AT THE MASONRY WALLS.
  
 28) SEVERAL OF THE REINFORCED BLOCK
 COLUMNS AT THE FRONT ENTRY AREA ARE NOT
 MARKED ON THE FOUNDATION PLAN ON S1.
  
 29) THE LOWER ROOF PLAN ON S2 DOES NOT
 CORRESPOND WITH THE FOUNDATION PLAN.
 PLEASE REVISE.
  
 29) CLARIFY AND PROVIDE DETAIL/SECTION
 OF THE LOWER ROOF AT THE LIVING ROOM.
 IS IT CANTILEVERED OR SUPPORTED BY A
 BEAM?
  
 30) PROVIDE A SECTION/DETAIL OF THE
 BALCONY.
  
 31) PROVIDE A FLOOR FRAMING PLAN FOR THE
 SECOND FLOOR. INDICATE THE LOCATION OF
 GIRDERS SUPPORTING WALLS. SPECIFY ALL
 CONNECTORS.
  
 32) INDICATE THE LOCATION OF THE FLOOR/
 CEILING ASSEMBLY DRAFTSTOPPING ON THE
 FLOOR FRAMING PLAN AND SPECIFY THE
 MATERIALS THAT WILL BE USED.
 SEE FBC 2305.2.2 AND 2305.2.6.
  
 33) SPECIFY ALL CONNECTORS ON THE ROOF
 AND FLOOR FRAMING PLANS AND PROVIDE A
 TRUSS ANCHOR SCHEDULE KEYED TO THE PLANS
  
 34) PROVIDE A SECTION/DETAIL INDICATING
 THE ATTACHMENT OF THE LOWER ROOF TRUSSES
 TO THE SECOND FLOOR FRAME WALLS.
 SPECIFY CONNECTORS.
  
 35) SPECIFY ALL PERMANENT ROOF BRACING.
  
 36) PROVIDE A DETAIL INDICATING HOW THE
 SECOND FLOOR WOOD FRAME WALLS WILL BE
 ANCHORED TO THE FLOOR TRUSSES TO PROVIDE
 A CONTINOUS LOAD PATH.
  
 37) PROVIDE A DETAIL INDICATING HOW THE
 THREE WINDOWS AT BEDROOM #1 ON THE FIRST
 FLOOR ARE TO BE CONNECTED TOGETHER. THE
 SPACE BETWEEN THEM IS TOO LARGE FOR A
 MULLION AND NO COLUMNS ARE SHOWN ON THE
 PLANS AT THIS LOCATION.
  
 38) THE PRODUCT APPROVAL SUBMITTED FOR
 THE FRONT AND SIDE DOORS IS NOT LEGIBLE.
 THE FRONT DOOR INDICATED ON THE PLANS
 DOES NOT MATCH THE PRODUCT APPROVAL.
 THE DOOR SCHEDULE ON A2 SPECIFIES
 ALUMINUM FRAMES. PLEASE REVISE SCHEDULE
 TO MATCH PRODUCT APPROVALS. THE DESIGN
 PRESSURES LISTED ON THE PRODUCT APPROVAL
 FOR THE FRONT DOOR +49 AND -60 DO NOT
 MEET THE REQUIRED DESIGN PRESSURES THAT
 ARE LISTED ON THE PLANS.
  
 39) CLARIFY WHY STORM PANELS HAVE BEEN
 SPECIFIED FOR THE FRONT AND SIDE DOORS.
 THE PRODUCT APPROVAL SUBMITTED ONLY
 REQUIRES STORM PANELS WHEN THESE DOORS
 HAVE SIDELITES AND THE PLANS DO NOT
 SHOW ANY GLAZING FOR THESE DOORS.
  
 40) SUBMIT THE APPROVED DRAWINGS FOR THE
 GARAGE DOORS. THE DRAWINGS ATTACHED TO
 THE SUBMITTED PRODUCT APPROVALS ARE FOR
 STORM PANELS.
  
 41) SEE ADDITIONAL REVIEW NOTES ON THE
 PLANS.
  
 42) THE BUILDING VALUATION WAS UPDATED
 TO $ 302,170. ADDITIONAL FEES WILL BE
 ADDED TO REFLECT THIS REVISED VALUE.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-04-19 Cont ID  
Sent By dpalmer Date 2004-04-19 Time 14:17 Rev Time 0.50
Received By dpalmer Date 2004-04-19 Time 14:17 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-11-14 Cont ID  
Sent By csiegber Date 2004-04-15 Time 11:56 Rev Time 0.50
Received By btrobaug Date 2003-11-14 Time 12:06 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-08 Cont ID  
Sent By csiegber Date 2003-11-14 Time 11:46 Rev Time 1.00
Received By dpalmer Date 2003-10-08 Time 06:29 Sent To M
Notes
2003-10-08 00:00:00*************** UNSAT **************
  
 1)NOTE: PLEASE SEE FAC 61G1-16.004 AND
 FS 481. PLEASE INCLUDE ALL INFORMATION
 ON TITLE BLOCKS AS REQ'D.
 ARCH'S LICENSE #, FIRM LICENSE #,,,
  
 2)NOTE: PLEASE SEE 210.52 FOR RECEPT
 SPACING. DINING RM, BR#4, BR#3,, ALSO
 WITHIN 6' OF DOORS, BR#2 ETC.
 PLEASE SEE 210.52E FOR MISSING RECEPT
 IN FRONT OF DWELLING. (2FT WALLS)
  
 3)NOTE: PLEASE SEE THAT A LIGHTING
 FIXTURE OF SOME TYPE WILL BE REQ'D FOR
 MEANS OF EGRESS @ STAIRWELL. PLEASE SEE
 THAT IT IS NOW SHOWN ONNLY AS J-BOX.
 210.70, LS 101 5-8
  
 4)NOTE: PLEASE SEE 250.50 FOR REQ'D
 FOOTER STEEL ON GROUNDING ELECTRODE
 SYSTEM.
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-04-15 Cont ID  
Sent By csiegber Date 2004-04-15 Time 11:56 Rev Time 0.00
Received By csiegber Date 2004-04-15 Time 11:56 Sent To E
Notes
2004-04-15 00:00:00TO DP DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-01-16 Cont ID  
Sent By csiegber Date 2004-01-16 Time 16:20 Rev Time 0.00
Received By csiegber Date 2004-01-16 Time 16:20 Sent To P
Notes
2004-01-16 00:00:00TO KS DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-11-21 Cont ID  
Sent By csiegber Date 2003-11-21 Time 15:17 Rev Time 0.00
Received By csiegber Date 2003-11-21 Time 15:17 Sent To B
Notes
2003-11-21 00:00:00TO RM DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-11-14 Cont ID  
Sent By csiegber Date 2003-11-14 Time 11:46 Rev Time 0.00
Received By csiegber Date 2003-11-14 Time 11:46 Sent To E
Notes
2003-11-14 00:00:00TO BT DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-10-03 Cont ID  
Sent By csiegber Date 2003-10-03 Time 11:31 Rev Time 0.00
Received By csiegber Date 2003-10-03 Time 11:31 Sent To E
Notes
2003-10-03 00:00:00TO SFD RACK/E
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-09-29 Cont ID  
Sent By mmclean Date 2003-10-02 Time 14:38 Rev Time 0.00
Received By csiegber Date 2003-09-29 Time 12:32 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-01-22 Cont ID  
Sent By pkrauss Date 2004-01-22 Time 08:31 Rev Time 0.20
Received By pkrauss Date 2004-01-22 Time 08:31 Sent To  
Notes
2004-01-22 00:00:00REVISION ON RETURN JUMPERS & TRANSFERS
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-11-18 Cont ID  
Sent By pkrauss Date 2003-11-18 Time 13:36 Rev Time 0.25
Received By pkrauss Date 2003-11-18 Time 13:31 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-10-09 Cont ID  
Sent By btrobaug Date 2003-11-14 Time 13:11 Rev Time 0.35
Received By pkrauss Date 2003-10-09 Time 12:28 Sent To P
Notes
2003-10-09 00:00:00DENIED:
 1. PLEASE NOTE, REVISION TO THE 2001
 FBC(M) 601.4, EFFECTIVE JUNE 30,2003:
  
 BALANCED AIR RETURN - RETURN/TRANSFER
 SHALL BE 1 1/2 TIMES THE CROSS SECTIONAL
 AREA (SQ INCHES) OF THE SUPPLY DUCT
 ENTERING THE ROOM ITS SERVING & THE
 DOOR HAVING AN UNRESTRICTED 1" UNDERCUT.
  
 ALL SUPPLY AIR INTO THE MASTER SUITE
 SHALL BE INCLUDED.
  
 2. AHU #2 INSTALLED IN THE ATTIC SHALL
 COMPLY WITH 2001 FBC CHAPTER 13 SUB
 CHAPTER 610.1.ABC.3.5.2.
  
 3.PLEASE NOTE SHOWER/BATH AREAS SHALL
 HAVE A WINDOW WITH 3 SQ FT OF OPEN SPACE
 OR BE MECHANICALLY VENTILATED AS PER
 2001 FBC 402.3.1.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status N Date 2004-01-24 Cont ID  
Sent By kstevens Date 2004-01-24 Time 10:42 Rev Time 0.33
Received By kstevens Date 2004-01-24 Time 10:42 Sent To B
Notes
2004-01-24 00:00:00NO PLUMBING PLANS SUBMITTED FOR REVISION
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-10-14 Cont ID  
Sent By csiegber Date 2004-01-16 Time 16:21 Rev Time 0.33
Received By jleech Date 2003-10-14 Time 19:13 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-10-02 Cont ID  
Sent By csiegber Date 2003-09-29 Time 12:32 Rev Time 0.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


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