Plan Review Details - Permit 03120894
Plan Review Stops For Permit 03120894
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2004-07-13 Cont ID  
Sent By rmcdouga Date 2004-07-13 Time 11:43 Rev Time 1.00
Received By rmcdouga Date 2004-07-13 Time 11:42 Sent To  
Notes
2004-07-13 00:00:00REVISION TO SHEET A-2 IS OK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2004-07-01 Cont ID  
Sent By rmcdouga Date 2004-07-01 Time 15:53 Rev Time 0.00
Received By rmcdouga Date 2004-07-01 Time 15:53 Sent To  
Notes
2004-07-01 00:00:00REVISION DENIED
  
 1) INSULATION REVISION HAS ALREADY BEEN
 REVISED.
  
 2) SUBMIT REVISED PLAN SHEETS INDICATING
 THE CHANGES AS PER ACCEPTED ARCHITECT-
 URAL PRACTICE.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-06-16 Cont ID  
Sent By csiegber Date 2004-06-30 Time 15:24 Rev Time 0.00
Received By rmcdouga Date 2004-06-16 Time 09:01 Sent To  
Notes
2004-06-16 00:00:00REVISED SHEET A6 AND CHANGE TO R4.2
 FOIL INSULATION IS OK .
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-03-22 Cont ID  
Sent By csiegber Date 2004-06-11 Time 10:51 Rev Time 2.00
Received By rmcdouga Date 2004-03-19 Time 09:19 Sent To  
Notes
2004-03-19 00:00:00BUILDING PROVISO
  
 1) SUBMIT A RECORDED COPY OF THE REVISED
 SUBDIVISION COVENANTS SPECIFYING AN
 EMERGENCY EGRESS ACROSS THE ADJOINING
 LOT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-03-10 Cont ID  
Sent By mmclean Date 2004-03-16 Time 16:06 Rev Time 2.00
Received By rmcdouga Date 2004-03-10 Time 12:48 Sent To  
Notes
2004-03-10 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 SIZE OF THE ATTIC ACCESS DOES NOT
 COMPLY WITH THE MINIMUM SPECIFIED BY
 FBC 2309.6. (20" X 36" MINIMUM)
  
 3) ON SHEET A2 FBD IS INCORRECTLY
 SPECIFIED FOR FBC(FLORIDA BUILDING CODE)
 PLEASE CORRECT.
  
 4) 1001.1.3/ 1005.4 ZERO LOT LINE
 EGRESS:WHEN ACCESS TO OR FROM A RE-
 QUIRED EMERGENCY ESCAPE AND RESCUE OPEN-
 ING OF A STRUCTURE TO THE PUBLIC WAY,
 REQUIRES TRANSVERSING A PROPERTY
 (ADJOINING LOT) THAT IS NOT PART OF THE
 ONE WHICH THE STRUCTURE IS LOCATED, AN
 EGRESS EASEMENT THROUGH THE ADJOINING
 PROPERTY IS REQUIRED AND SHALL BE RECORD
 ED IN THE COUNTY RECORDS. THIS EASEMENT
 SHALL BE A MINIMUM OF 3' WIDE AND NOTH-
 ING SHALL BE PLACED WITHIN THE EASEMENT
 AREA WHICH WOULD BLOCK ACCESS TO THE
 EASEMENT AND OR IMPEDE EMERGENCY EGRESS
 FROM THE RESCUE OPENING TO THE PUBLIC
 WAY. NO LANDSCAPING, FENCES OR OTHER
 IMPEDIMENTS SHALL BE INSTALLED IN THIS
 EASEMENT. SUBMIT A COPY OF THE RECORDED
 SUBDIVISION COVENANTS SPECIFYING THE
 ABOVE REQUIREMENTS.
  
 5) THE FBC TABLE 600 CALCULATIONS FOR
 THE EXTERIOR WALL AT THE DINING ROOM AND
 DEN/STUDY ARE INCORRECT. SEE NOTES ON
 THE PLAN. ONLY 20% OF THE WALL AREA
 (64 SQFT) IS ALLOWED AS OPENINGS. PLEASE
 CORRECT.
  
 6) SUBMIT 2 COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS AND UL LISTING
 INFORMATION FOR THE GAS BBQ AND HOOD.
  
 7) INDICATE THAT THE 9,610# CAPACITY
 LISTED FOR STEEL COLUMN SC-1 IS FOR
 UPLIFT.
  
 8) SPECIFY THE UPLIFT CAPACITY OF STEEL
 COLUMN SC-2.
  
 9) ON SHEET S-2 THE ARROW SPECIFYING THE
 LOCATION FOR THE 4B CONNECTOR AT THE
 RIGHT SIDE OF THE ENTRY IS INDICATING
 THE WRONG PLACE. PLEASE CORRECT.
  
 10) SPECIFY THE FASTENERS FOR CONNECTOR
 4B ON S4. INDICATE THE TYPE, DIAMETER
 AND LENGTH/EMBED DEPTH.
  
 11) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72.
 SUBMIT STATE OR LOCAL PRODUCT APPROVALS
 FOR THE FOLLOWING:
 - DOUBLE INSWING ENTRY DOORS
 - DOUBLE OUTSWING GLAZED DOORS WITH AND
 WITHOUT SIDELITES
 - SINGLE OUTSWING PANEL DOORS
 - SINGLE HUNG WINDOWS
 - FIXED GLASS WINDOWS (CIRCULAR,ARCHED,
 ETC.)
 - GLASS BLOCK (ONE HOUR FIRE RATED)
 - STRUCTURAL MULLIONS
 - OVERHEAD GARAGE DOORS
 - STORM PANELS
  
 12) SUBMIT MANUFACTURER'S INSTALLATION
 SPECIFICATIONS AND LISTING FOR ONE HOUR
 FIRE RATED GLASS BLOCK.
  
 13) SUBMIT AN INSTALLATION SCHEDULE AND
 KEY PLAN FOR THE STORM PANELS. SPECIFY
 THE MOUNT TYPE, ANCHOR TYPE AND SPACING
 ON THE INSTALLATION DRAWINGS.
  
 14) A SEPARATE PERMIT WILL BE REQUIRED
 FOR ROOFING. ROOFING CONTRACTOR HAD NOT
 SIGNED THE PERMIT AT TIME OF APPLICATION
  
 SUBMIT (2) COPIES OF ALL ITEMS REQUESTED
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-02-17 Cont ID  
Sent By btrobaug Date 2004-03-08 Time 09:02 Rev Time 2.50
Received By rmcdouga Date 2004-02-17 Time 09:45 Sent To  
Notes
2004-02-17 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) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL REPORT, INCLUDING BORING LOGS.
  
 4) THE SIZE OF THE ATTIC ACCESS DOES NOT
 COMPLY WITH THE MINIMUM SPECIFIED BY
 FBC 2309.6.
  
 5) 1001.1.3/ 1005.4 ZERO LOT LINE
 EGRESS:WHEN ACCESS TO OR FROM A RE-
 QUIRED EMERGENCY ESCAPE AND RESCUE OPEN-
 ING OF A STRUCTURE TO THE PUBLIC WAY,
 REQUIRES TRANSVERSING A PROPERTY
 (ADJOINING LOT) THAT IS NOT PART OF THE
 ONE WHICH THE STRUCTURE IS LOCATED, AN
 EGRESS EASEMENT THROUGH THE ADJOINING
 PROPERTY IS REQUIRED AND SHALL BE RECORD
 ED IN THE COUNTY RECORDS. THIS EASEMENT
 SHALL BE A MINIMUM OF 3' WIDE AND NOTH-
 ING SHALL BE PLACED WITHIN THE EASEMENT
 AREA WHICH WOULD BLOCK ACCESS TO THE
 EASEMENT AND OR IMPEDE EMERGENCY EGRESS
 FROM THE RESCUE OPENING TO THE PUBLIC
 WAY. NO LANDSCAPING, FENCES OR OTHER
 IMPEDIMENTS SHALL BE INSTALLED IN THIS
 EASEMENT. DUE TO THE RIGHT SIDE OF THE
 STRUCTURE BEING 8 INCHES FROM THE
 PROPERTY LINE, AN EGRESS ESAEMENT IS
 REQUIRED. SUBMIT A COPY OF THE SUB-
 DIVISION COVENENTS SPECIFYING THIS.
  
 6) PROVIDE TABLE 600 CALCULATIONS FOR
 THE EXTERIOR WALL OF THE DINING ROOM AND
 DEN/STUDY AT THE GARDEN COURT, WHICH HAS
 20% OF THE WALL AREA ALLOWED AS OPENINGS
  
 7) SPECIFY THE SIZE OF THE FRENCH DOOR
 SIDELITES IN THE DINING ROOM.
  
 8) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND UL OR OTHER LISTING INFORMATION FOR
 THE BBQ AND HOOD SPECIFIED AT THE
 COVERED PORCH.
  
 9) SPECIFY THE UPLIFT THAT THE STEEL
 COLUMN ON SHEET S4 IS CAPABLE OF
 RESISTING.
  
 10) 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
 SPECIFIED IN THE MATERIALS SECTION OF
 THE 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 TRUSS ANCHOR
 SCHEDULE TO VALUES THAT DO NOT INCLUDE
 A ONE-THIRD INCREASE IN THE STEEL
 CALCULATIONS. UPDATE ANCHORS TO THOSE
 WITH STATE OF FLORIDA PRODUCT APPROVAL
 AS REQUIRED BY RULE 9B-72. CORRECT
 CONNECTORS THAT ARE SPECIFIED ON SHEET
 S2 FOR INDICATED UPLIFTS WHICH EXCEED
 THE UPLIFT CAPACITIES LISTED IN THE
 SCHEDULE ON S3.
  
 10) SPECIFY THE CONNECTORS/HANGERS FOR
 THE CONNECTION OF THE 2X BEAMS TO THE
 WALL OF THE STRUCTURE AT THE ENTRY.
  
 11)PROVIDE A DETAIL OF THE STEEL COLUMNS
 CARRYING THE 2X BEAMS AT THE ENTRY
 WHICH MEET AT 90 DEGREE ANGLES ON THESE
 COLUMNS.
  
 12) THE ROOF FRAMING PLAN ON S2 DOES NOT
 CORRESPOND WITH THE OTHER PLANS FOR THE
 LOCATIONS OF THE 2X BEAMS AT THE ENTRY.
 PLEASE CORRECT.
  
 13) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 SUBMIT STATE OR LOCAL PRODUCT APPROVALS
 FOR THE FOLLOWING:
 - DOUBLE INSWING ENTRY DOORS
 - DOUBLE OUTSWING GLAZED DOORS WITH AND
 WITHOUT SIDELITES.
 - SINGLE OUTSWING PANEL DOORS
 - SINGLE HUNG WINDOWS
 - FIXED GLASS WINDOWS (CIRCULAR,ARCHED,
 ETC.)
 - GLASS BLOCK (FIRE RATED)
 - STRUCTURAL MULLIONS
 - OVERHEAD GARAGE DOORS
 - STORM PANELS
 - TRUSS ANCHORS AND CONNECTORS
  
 14) SUBMIT MANUFACTURER'S INSTALLATION
 SPECIFICATIONS AND LISTING FOR ONE HOUR
 FIRE RATED GLASS BLOCK ASSEMBLY.
  
 15) IF STORM PANELS WILL BE USED, SUBMIT
 A KEY PLAN AND INSTALLATION SCHEDULE.
 SPECIFY THE MOUNT TYPE, ANCHOR TYPE AND
 SPACING ON THE INSTALLATION DRAWINGS.
  
 16) A SEPARATE PERMIT WILL BE REQUIRED
 FOR ROOFING. ROOFING CONTRACTOR DID NOT
 SIGN THE APPLICATION.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-01-15 Cont ID  
Sent By btrobaug Date 2004-02-12 Time 16:12 Rev Time 3.00
Received By rmcdouga Date 2004-01-15 Time 10:59 Sent To  
Notes
2004-01-15 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) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL REPORT INCLUDING THE BORING
 LOG.
  
 4) THE GLASS BLOCK IN THE EXTERIOR WALL
 THAT IS WITHIN 3 FEET OF THE PROPERTY
 LINE IS REQUIRED TO HAVE A ONE HOUR FIRE
 RATING. FBC TABLE 600 SPECIFY ON PLANS.
  
 5) THE GLASS BLOCK AT THE TUBS IN THE
 MASTER BATH AND BATH #2 IS REQUIRED TO
 HAVE A MINIMUM UNIFORM FACE THICKNESS OF
 0.25". SEE FBC 2405.2.2 (5)
  
 6) THE WINDOW IN BATH #3 WHICH IS WITHIN
 3 FEET OF THE SHOWER IS REQUIRED TO HAVE
 SAFETY GLAZING PER FBC 2405.2.
  
 7) SPECIFY THE SIZE OF THE ATTIC ACCESS.
 SEE FBC 2309.6.
  
 8)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.
  
 9) 1001.1.3/ 1005.4 ZERO LOT LINE
 EGRESS:WHEN ACCESS TO OR FROM A RE-
 QUIRED EMERGENCY ESCAPE AND RESCUE OPEN-
 ING OF A STRUCTURE TO THE PUBLIC WAY,
 REQUIRES TRANSVERSING A PROPERTY
 (ADJOINING LOT) THAT IS NOT PART OF THE
 ONE WHICH THE STRUCTURE IS LOCATED, AN
 EGRESS EASEMENT THROUGH THE ADJOINING
 PROPERTY IS REQUIRED AND SHALL BE RECORD
 ED IN THE COUNTY RECORDS. THIS EASEMENT
 SHALL BE A MINIMUM OF 3' WIDE AND NOTH-
 ING SHALL BE PLACED WITHIN THE EASEMENT
 AREA WHICH WOULD BLOCK ACCESS TO THE
 EASEMENT AND OR IMPEDE EMERGENCY EGRESS
 FROM THE RESCUE OPENING TO THE PUBLIC
 WAY. NO LANDSCAPING, FENCES OR OTHER
 IMPEDIMENTS SHALL BE INSTALLED IN THIS
 EASEMENT. REQUIRED FOR EGRESS FROM
 GARDEN COURT TO PUBLIC WAY.
  
 10) AN EGRESS OPENING MEETING THE
 REQUIREMENTS OF FBC 1005.4 WILL BE
 REQUIRED IN THE GARDEN COURT WALL. THIS
 WILL REQUIRE THE APPROVAL OF THE
 BUILDING OFFICIAL.
  
 11) PROVIDE TABLE 600 CALCULATIONS FOR
 THE EXTERIOR WALL AT THE DINING ROOM AND
 DEN/STUDY WHICH HAS 20% OF THE WALL AREA
 ALLOWED AS OPENINGS.
  
 12) SPECIFY THE TYPE AND SIZE OF THE
 EGRESS WINDOW IN BEDROOM #2.
  
 13) SPECIFY THE SIZE OF THE GOLF CART
 OH DOOR ON A2.
  
 14) SPECIFY THE SIZES OF THE FRENCH DOOR
 SIDELITES.
  
 15) SPECIFY THE SIZES OF ALL TRANSOM
 WINDOWS AND THE GLASS BLOCK OPENINGS ON
 A2.
  
 16) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND UL OR OTHER LISTING INFORMATION FOR
 THE GAS BBQ AND HOOD.
  
 17) REVISE THE ROOF SHEATHING NAILING
 NOTES ON A6. PANEL EDGES ARE REQUIRED TO
 BE NAILED AT 4" OC IN ZONE 3, WHICH
 INCLUDES THE CORNERS OF HIP ROOFS. SEE
 CITY OF WPB AMENDMENTS TO FBC TABLE
 2306.1.
  
 18) SPECIFY THE FOOTING FOR THE 5' BLOCK
 WALL AT THE GARDEN COURT.
  
 19) SPECIFY THE UPLIFT VALUE AND THE
 WELD TYPES FOR THE STEEL COLUMN ON S4.
  
 20)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. SOME OF THE UPLIFT VALUES
 IN THE SCHEDULE ARE INCORRECT. SEE NOTES
 ON THE PLANS. ALSO SOME OF THE TRUSS
 CONNECTORS LISTED ON S2 DO NOT MEET
 REQUIRED UPLIFTS. SPECIFY THE CONNECTORS
 FOR THE 2X BEAMS AT THE ENTRY WHERE THEY
 CONNECT TO THE WALLS. PROVIDE A DETAIL
 OF THE STEEL COLUMNS WITH A CAP THAT
 WILL CARRY THE BEAMS MEETING AT THE 90
 DEGREE ANGLES AT THE ENTRY.
  
 21) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 SUBMIT PRODUCT APPROVALS FOR THE FOLLOW-
 ING ITEMS:
 - DOUBLE INSWING ENTRY DOORS
 - DOUBLE OUTSWING GLAZED DOORS
 - DOUBLE OUTSWING GLAZED DOORS WITH
 SIDELITES
 - SINGLE OUTSWING PANEL DOORS
 - SINGLE HUNG WINDOWS
 - FIXED WINDOWS(CIRCULAR,ARCHED TOP,ETC)
 - ONE HOUR FIRE RATED GLASS BLOCK
 - STRUCTURAL MULLIONS
 - OVERHEAD GARAGE DOORS
 - STORM PANELS
 - TRUSS ANCHORS
  
 22) SUBMIT A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS. SPECIFY
 THE MOUNT TYPE, THE ANCHOR TYPE AND
 SPACING ON THE INSTALLATION DRAWINGS.
 THIS INFORMATION IS REQUIRED AT TIME OF
 PERMIT OR A SEPARATE PERMIT WITH
 ADDITIONAL FEES WILL BE REQUIRED.
  
 23) A SEPARATE PERMIT WILL BE REQUIRED
 FOR THE ROOFING BECAUSE A ROOFING
 CONTRACTOR DID NOT SIGN THE APPLICATION
 AT TIME OF SUBMITTAL.
  
 PLEASE SUBMIT OLD SHEETS ALONG WITH NEW
 PAGES WHEN RESUBMITTING TO EXPEDIATE THE
 REVIEW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By btrobaug Date 2004-11-15 Time 17:21 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2004-11-05 Cont ID  
Sent By btrobaug Date 2004-11-05 Time 11:55 Rev Time 0.75
Received By btrobaug Date 2004-11-04 Time 17:46 Sent To  
Notes
2004-11-05 00:00:00PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} THE MASTER BEDROOM NEEDS A
 RECEPTACLE
 TO COMPLY WITH 210.52(A) 2002 NEC.
  
 2} THE MASTER BATH RECEPTACLES MUST BE
 GFI PROTECTED PER 210.8(A)(2).
  
 3} THE RECEPTACLE SPACING FOR KITCHEN
 CABINETS MUST COMPLY WITH 210.52(C)(1).
  
 4} THE HALLWAY (GALLERY) TO BEDROOM #2
 MUST HAVE A RECEPTACLE PER 210.52(H).
 THE AREA OF THIS SPACE HAS INCREASED
 SINCE THE LAST ELECTRICAL REVIEW AND
 NOW
 MUST COMPLY WITH THI SPACE REQUIREMENT.
  
 5} THE RECEPTACLE NEXT TO THE PANELS IN
 THE GARAGE MUST BE GFI PER 210.8(A)(2).
  
 PLEASE IDENTIFY THE REVISIONS WITH SOME
 STANDARD MARKING SUCH AS CLOUDING.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-03-08 Cont ID  
Sent By csiegber Date 2004-10-27 Time 15:02 Rev Time 0.50
Received By btrobaug Date 2004-03-08 Time 07:05 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-02-12 Cont ID  
Sent By csiegber Date 2004-03-04 Time 10:51 Rev Time 0.50
Received By btrobaug Date 2004-02-12 Time 14:52 Sent To B
Notes
2004-02-12 00:00:00 
 DENIED
 ~~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 SEE NOTES FROM LAST REVIEW,ATTACHED.
 NONE OF THE COMMENTS WRE ADDRESSED.ALSO
 SEE ATTACHED A COPY OF FS 553.80(2)(B).
 PLEASE NOTE THAT THIS STATUTE MUST BE
 ENFORCED AFTER THE NEXT REVIEW IF
 COMMENTS/CORRECTIONS ARE NOT ADDRESSED.
  
 ALSO NOTE THESE ADDITIONAL COMMENTS:
  
 1} PLEASE NOTE THAT THE ARCHITECTS
 SIGNATURE IS REQUIRED ON HIS/HER SEAL
 PER 61G116.003.INITIALS ARE NOT
 ACCEPTABLE.
  
 2} PLEASE SEE FAC 61G1-16.004 AND NOTE
 THE FIRMS LICENSE NUMBER DOES NOT
 APPEAR IN THE TITLE BLOCK AS REQUIRED
 BY THIS ARTICLE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL
 AS THERE MUST BE A COMMUNICATION ISSUE
 SINCE NONE OF THE COMMENTS WERE
 ADDRESSED.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-12-23 Cont ID  
Sent By csiegber Date 2004-02-11 Time 14:40 Rev Time 0.75
Received By btrobaug Date 2003-12-23 Time 08:36 Sent To M
Notes
2003-12-23 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATION MAKE NECESSARY CORRECTIONS
 TO THE DRAWINGS AND RESUBMIT FOR REVIEW.
  
 1} PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110.9.
  
 2} THE EQUIPMENT GROUND BEING RAN FROM
 THE METER TO THE DISCONNECT CREATES A
 PARALLEL FAULT RETURN PATH WITH THE
 NEUTRAL AND MUST NOT BE INSTALLED PER
 250.6(B).
  
 3} PLEASE PROVIDE A LOAD CALCULATION PER
 220 SECTION 2 OR 220.30 SO TO SHOW
 COMPLIANCE WITH THE CORRECT VA RATINGS
 REQUIRED BY THIS ARTICLE.
  
 4} NOTE THAT THE WATER HEATER IS SHOWN
 ON THE PANEL SCHEDULE AS DRAWING 19
 AMPS, PLEASE CLARIFY.
  
 5} NOTE #9 CALLS FOR ALL CONDUCTORS TO
 BE #12,ALL THE WIRE LISTED ON PANEL "B"
 IS #14,PLEASE CORRELATE.
  
 6} PLEASE SHOW THE LOCATION OF THE
 SERVICE EQUIPMENT(METER & MAIN
 DISCONNECT).
  
 7} PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S). PER 210.11-C-3
 MUST BE 20A AND #12AWG,INCLUDING THE
 POOL BATH AND POWDER ROOM.
  
 8} THE LOCATION OF THE RECEPTACLE IN THE
 MASTER BATH DOES NOT COMPLY WITH
 210.52(D)-3'.
  
 9} 210.12 REGARDING BEDROOM OUTLETS ALSO
 APPLIES TO SMOKE DETECTORS AND
 LIGHTS/FANS,PLEASE MAKE THE APPROPRIATE
 NOTES TO PLANS.
  
 10} PLEASE NOTE FRONT AND REAR
 RECEPTS REQ'D PER 210.52E
  
 11} PLEASE NOTE KITCHEN COUNTER-
 SPACE RECEPT SPACING SHALL MEET ART;
 210.52C 1,2,3,4,AND 5.
  
 12} BEDROOM #3 IS MISSING A RECEPTACLE
 NEEDED TO COMPLY WITH 210.52(A)(1).
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718.
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