Plan Review Details - Permit 06120460
Plan Review Stops For Permit 06120460
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-03-20 Cont ID  
Sent By rmcdouga Date 2007-03-20 Time 17:46 Rev Time 0.00
Received By rmcdouga Date 2007-03-20 Time 12:36 Sent To  
Notes
2007-03-20 17:45:16DENIED BY BUILDING
  
 1) PROVIDE A SITE PLAN SHOWING COMPLIANCE WITH R401.3
 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 THE DRAINAGE PLAN SUBMITTED DOES NOT SHOW HOW THE
 SURFACE WATER IS BEING ROUTED TO THE STORM SEWERS. IT
 SHOWS THE SURFACE DRAINAGE DIVERTED TO THE ADJACENT
 LOTS. THE PLAN NEEDS TO SHOW THE WATER BEING KEPT ON
 THE BUILDING LOT AND ROUTED TO THE STORM DRAIN OR OTHER
 APPROVED COLLECTION POINT.
  
 2)R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN
 1-1/2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL
 BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR
 SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS
 PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
 SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
 OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
 WHERE THE WOOD BUCK THICKNESS IS 1-1/2 INCHES (38 MM)
 OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO
 TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND
 THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW
 AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN
 FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE
 FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE
 MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
 UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
 TO THE SECURED WOOD BUCK.
 PROVIDE BUCK DETAILS FOR THE EXTERIOR OUTSWING DOOR AND
 THE SLIDING GLASS DOORS. THE DOOR HEAD JAMB 1X BUCK
 DETAIL ON 6.1 DOES NOT COMPLY WITH R613.6.2. PLEASE
 CLARIFY THE WINDOW BUCK DETAILS ON 5.1 TO INDICATE THAT
 THE WINDOW FRAME IS TO FASTENED THROUGH THE 1X BUCK
 INTO THE CONCRETE SUBSTRATE.
  
 3) DETAIL 3/6.1 SPECIFIES A CONCRETE OR MASONRY
 SUBSTRATE, HOWEVER, DRYWALL BOARD IS ALSO LISTED AS THE
 SUBSTRATE. PLEASE CORRECT.
  
 4)PERMITS APPLICATIONS SUBMITTED ON OR AFTER DECEMBER
 8, 2006 ARE REQUIRED TO COMPLY WITH THE FOLLOWING. ROOF
 SHEATHING IS REQUIRED TO BE IN ACCORDANCE WITH SECTION
 R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC RESIDENTIAL
 CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED
 TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. SPACING OF RING-SHANK FASTENERS SHALL BE 4
 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 MPH OR
 GREATER DESIGN WIND SPEEDS IN ACCORDANCE WITH FIGURE
 R803.2.3.1. PLEASE REVISE THE SCHEDULE ON 4.1 AND THE
 WALL SECTION NOTE ON 6.1 .
  
 5) THE TRUSS DRAWINGS ARE REQUIRED TO HAVE THE ORIGINAL
 SIGNATURE OF THE TRUSS ENGINEER. THE ONES SUBMITTED ARE
 COPIED SIGNATURES. SEE FS 471.025.
  
 6) THE PRODUCT APPROVAL NOA FOR THE IMPACTED RATED
 SLIDING GLASS DOOR IS EXPIRED. SUBMIT A CURRENT NOA.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-01 Cont ID  
Sent By jleech Date 2007-03-14 Time 07:46 Rev Time 0.00
Received By rmcdouga Date 2007-01-31 Time 15:48 Sent To  
Notes
2007-01-31 18:59:07DENIED BY BUILDING
  
 1) THE SECTIONS ON THE FOUNDATION PLAN ON SHEET 2.1 ARE
 INCORRECTLY SPECIFIED AS BEING ON SHEET 6.2 . THEY ARE
 LOCATED ON SHEET 6.1.
  
 2)PLEASE CHECK THE SPACING OF THE VERTICAL WALL
 REINFORCEMENT ON THE FOUNDATION PLAN ON 2.1. THERE ARE
 SOME LARGE WALL AREAS WITH NO REINFORCEMENT.
  
 3)SPECIFY THE ROOF COVERING MATERIAL ON THE PLANS.
 FBC* 106.1.2.
  
 4) R905.2.7 UNDERLAYMENT APPLICATION.
 FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE),
 UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE
 FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF
 UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE
 EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING
 AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF
 UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES
 (483 MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE.
 FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT
 SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER.
 UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL
 TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51
 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS
 SHALL BE OFFSET BY 6 FEET (1829 MM). SPECIFY 2 LAYERS
 OF UNDERLAYMENT ON THE PLANS.
  
 5) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS IN
 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS
 THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND
 SHALL BE LOCATED IN A HALLWAY OR OTHER READILY
 ACCESSIBLE LOCATION. A 30-INCH (762 MM) MINIMUM
 UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE
 PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE
 SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE
 MECHANICAL EQUIPMENT IS LOCATED IN ATTICS.
  
 6) PROVIDE A SITE PLAN SHOWING COMPLIANCE WITH R401.3
 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
  
 7) THE FOOTING SCHEDULE ON 2.1 SHOWS F-2 AS18" X 16"
 AND SECTION 1 ON 6.1 SHOWS AN 18 ' X 18 " FOOTING.
 PLEASE CORRECT.
  
 8)SAFETY GLAZING IS REQUIRED BY R308.4 HAZARDOUS
 LOCATIONS.
 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS
 LOCATIONS FOR THE PURPOSES OF GLAZING :
 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,
 WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS.
 GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE
 COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
 GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED
 VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. LARGE
 MISSILE IMPACT RATED WINDOWS ARE ACCEPTABLE IN THESE
 LOCATIONS.
  
 9)THE OPENING WIND PRESSURES ON 5.1 ARE INCORRECT.
 SEE TABLE R301.2(2) AND FIGURE R 301.2(8). PRESSURES IN
 WALL ZONE 5 SHOULD BE HIGHER THAN ZONE 4 FOR THE SAME
 SIZE OPENINGS.
  
 10) R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1?
 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE
 ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR
 SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS
 PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE
 SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE
 OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
 WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR
 GREATER, THE BUCK SHALL BE SECURELY FASTENED TO
 TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND
 THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW
 AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN
 FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE
 FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE
 MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
 UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE
 MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE
 LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY
 TO THE SECURED WOOD BUCK.
 PROVIDE BUCK DETAILS FOR THE EXTERIOR OUTSWING DOOR AND
 THE SLIDING GLASS DOORS. THE DOOR HEAD JAMB 1X BUCK
 DETAIL ON 6.1 DOES NOT COMPLY WITH R613.6.2. PLEASE
 CLARIFY THE WINDOW BUCK DETAILS ON 5.1 TO INDICATE THAT
 THE WINDOW FRAME IS TO FASTENED THROUGH THE 1X BUCK
 INTO THE CONCRETE SUBSTRATE.
  
 11)ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE
 WITH SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC
 RESIDENTIAL CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL
 BE FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT
 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT
 INTERMEDIATE FRAMING. SPACING OF RING-SHANK FASTENERS
 SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130
 MPH OR GREATER DESIGN WIND SPEEDS IN ACCORDANCE WITH
 FIGURE R803.2.3.1. PLEASE REVISE THE SCHEDULE ON 4.1
 AND THE WALL SECTION NOTE ON 6.1 .
  
 12) THE BOTTOM CORD DEAD LOAD IS SPECIFIED AS 10 PSF ON
 3.1 OF THE PLANS AND THE TRUSS DRAWINGS HAVE A BCDL OF
 5 PSF. PLEASE CORRECT.
  
 13) SPECIFY THE TRUSS BRACING ON THE PLANS.R802.10.3
 BRACING .
 TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE
 LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS
 SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE
 BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS.
  
 14) THE TRUSS DRAWINGS ARE REQUIRED TO HAVE THE
 ORIGINAL SIGNATURE OF THE TRUSS ENGINEER. THE ONES
 SUBMITTED ARE COPIED SIGNATURES. SEE FS 471.025.
  
 15)THE TRUSS LAYOUT IS REQUIRED TO BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE.
  
 16) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY
 CALC. FORMS. SEE FBC CHAPTER 13.
  
 17)SUBMIT 2 COPIES OF PRODUCT APPROVALS FOR ROOFING
 MATERIAL,SLIDING GLASS DOOR, OUTSWING DOOR,
 STRUCTURAL WINDOW MULLIONS AND CONNECTORS.
  
 18)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 19) ADDRESS COMMENTS OF OTHER TRADES.
  
 20) THE COST OF THE WORK IS TOO LOW. THE COST OF THE
 ADDITION ONLY IS $ 45,000,NOT INCLUDING THE WINDOW
 REPLACEMENT IN THE REST OF THE HOUSE, THE NEW CABINETS,
 REWIRING THE EXISTING HOUSE, ETC. PLEASE CORRECT VALUE
 ON THE APPLICATION.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-03-08 Cont ID  
Sent By dpalmer Date 2007-03-08 Time 14:19 Rev Time 0.00
Received By dpalmer Date 2007-03-08 Time 12:21 Sent To M
Notes
2007-03-08 14:20:11** UNSAT 2ND REVIEW **
  
 1) NOTE: PLEASE SEE THE HEAT FOR THE A/C IS NOW BEING
 SHOWN AT 7.5KW AND OVER CURRENT PROTECTION IS STILL
 BEING SHOWN AT 60AMPS? PLEASE KNOW THE 60A OCP WOULD BE
 FOR THE 10KW UNIT BUT TOO HIGH FOR THE 7.5 UNIT.
 PLEASE SEE MECHANICAL PLANS DO NOT INDICATE HEAT FOR
 EITHER?
  
 2) NOTE: PLEASE SEE THE DISHWASHER/DISPOSAL ARE BOTH
 NOW SHOWN ON THE SAME DEVICE/YOKE, HOWEVER PANEL
 SCHEDULE SHOWS BOTH OF THESE ON SINGLE POLE CIRCUITS.
 PLEASE SHOW ON A 2-POLE CIRCUIT BREAKER AS REQUIRED PER
 210.4.
  
 3) NOTE: PLEASE SEE PANEL SCHEDULE NOW SHOWS A
 DEDICATED DINING CIRCUIT HOWEVER LOADS AS REQUIRED PER
 210.52B1, 210.11C1 AND 220.52A ARE NOT SHOWN OR FIGURED
 INTO THE LOAD CALCULATIONS.
 PLEASE INCLUDE.
  
 4) NOTE: PLEASE SEE CONDUIT SIZE FOR FEEDERS FROM MAIN
 IS TOO SMALL BASED ON THE CONDUCTORS AS SHOWN ALONG
 WITH THE PIPE SIZE AS SHOWN.
 PLEASE SEE TABLE IN CHAPTER 9.
 PLEASE SEE THE NEXT COMMENT AS THIS MAY AFFECT RISER AS
 SUBMITTED.
  
 5) NOTE: PLEASE CLARIFY RISER:
 PLEASE SEE RISER SHOWS A MAIN OUTSIDE WHICH IS OK,
 HOWEVER NO SIZE FOR THIS MAIN CAN BE FOUND ON RISER.
 PLEASE SEE THAT DUE TO THE SIZE OF THE CONDUCTORS BEING
 RATED FOR 200AMPS, IT SEEMS THAT PERHAPS THE MAIN
 DISCONNECT OUTSIDE IS 200AMPS. PLEASE SEE IF THIS IS
 THE CASE; IT IS FEEDING A 150A RATED PANEL WHICH IS NOT
 PERMIT.
 PLEASE SEE RISER SHOWS PANEL AS 150AMP AND CONTAINING A
 MAIN CIRCUIT BREAKER (MCB), YET THE PANEL SCHEDULE
 STILL SHOWS THIS AS A MAIN LUG ONLY PANEL (MLO).
 PLEASE CORRELATE AND INDICATE HOW AND WHAT SIZE THIS
 SERVICE IS.
  
 6) NOTE: PLEASE SEE THAT THE SMOKE ALARM IN HALL
 OUTSIDE BEDROOMS AND BATH ROOM IS SHOWN TOO CLOSE TO
 THE BATHROOM DOOR PER NFPA-72 11.8.3
 REQUIRED TO BE A MINIMUM OF 3FT FROM BATH DOOR.
 ** PLEASE KNOW THIS CAN AND WOULD HAVE BEEN REDLINED;
 HOWEVER PLANS WERE COMING BACK FOR OTHER COMMENTS.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-28 Cont ID  
Sent By dpalmer Date 2006-12-28 Time 18:42 Rev Time 0.00
Received By dpalmer Date 2006-12-28 Time 17:46 Sent To M
Notes
2006-12-28 18:43:53 
 ** UNSAT **
  
  
 ** PLEASE KNOW ANY REFERENCES TO THE FBC CHAPTER 1 IN
 THE FOLLOWING NOTES THE ADMINISTRATIVE SECTION AS
 ADOPTED BY THE CITY OF WEST PALM BEACH.
  
 1) NOTE: PLEASE COMPLETE PANEL SCHEDULE WHICH WILL
 PROVIDE DESIGNATIONS TO ROOM/AREAS AT A MINIMUM. IE:
 BEDRM #1, LIVING RM LTS, ETC.
 408.4, 310.16
  
 2) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE STATED
 ON PLANS AS THIS PERMIT APPLICATION HAS BEEN MADE UNDER
 THE NEW 2005 NEC.
 THE FOLLOWING SHALL BE ON PLANS AT A MINIMUM ON
 ELECTRICAL SHEETS.
 2005 NFPA-2005 (SHOWN)
 2002 NFPA-72
 PLANS MAY NOT REFERENCE LATEST EDITION AS THE STATE OF
 FLORIDA ONLY JUST ADOPTED THE NEW REVISIONS TO THE 2004
 FBC AND THE 2005 NECAS OF 12/8/06
  
 3) NOTE:PLEASE SEE MISSING WHAT APPEARS TO BE A
 COUNTER TOP GFI RECEPT ABOVE THE AREA WHERE THE
 DISHWASHER IS LOCATED.
 PLEASE SEE 210.52C1
  
 4) NOTE: PLEASE SEE FBC 2004 13-606.1.ABC.1.2.4 WHICH
 REQUIRES THE TYPE OF RECESSED LIGHTS TO BE INSTALLED.
 PLEASE NOTE ON PLANS ACCORDINGLY.
  
 5) NOTE: PLEASE VERIFY CONDUIT TYPE AND CONDUIT FILL ON
 THE 1 1/2 INCH CONDUIT WITH THE CONDUCTORS AS SHOWN.
 PLEASE SEE THE ONE CONDUIT IS MISSING THE EQUIPMENT
 GROUNDING CONDUCTOR AS NOTED IN NOTE #10 BELOW. PLEASE
 SEE IF THIS IS PVC AND SOME PART WILL BE SCHEDULE 80,
 ALL SHALL BE FIGURED ON SCHEDULE 80 CONDUIT.
 SEE TABLE IN CHAPTER 9
  
 6) NOTE: PLEASE SEE THAT THE PLANS SHALL BARE THE
 PRINTED NAME, DATE AND SIGNATURE OF THE PERSON TAKING
 RESPONSIBILITY OF THE PLANS. PLEASE SEE ONLY THE
 PRINTED NAME IS BEING SHOWN.
 FBC 106.1.2, FS 481.221, 471.025
  
 7) NOTE: PLEASE SEE WATER HEATER IS BEING SHOWN AS
 HAVING A RECEPT FOR THE CONNECTION. PLEASE SEE 422.31,
 422.32 AS THIS SHALL BE A HARDWIRED UNIT WITH OR
 WITHOUT A DISCONNECT DEPENDING ON THE LOCATION OF PANEL
 ETC.
  
 8) NOTE: PLEASE SEE 210.8A1, AS THE RECEPT(S) LOCATED
 WITHIN THE BATHROOM AREAS AND WITHIN 3FT OF THE SINK
 SHALL BE GFI ALSO. PLEASE SHOW.
  
 9) NOTE: PLEASE SEE 210.8A6 AS ALL THE KITCHEN COUNTER
 SPACE RECEPTS SHALL BE SHOWN AS GFI.
  
 10) NOTE: PLEASE SEE RISER AS THE EQUIPMENT GROUNDING
 CONDUCTOR IS MISSING FROM THE MAIN TO THE SUB PANEL.
 250.24B, 250.110, 250.122
  
 10) NOTE: PLEASE CORRELATE SERVICE, PLEASE SEE PANEL
 SCHEDULE IS SHOWN AS 150AMPS YET THE RISER SHOWS THIS
 AS 200AMP WITH A MAIN CIRCUIT BREAKER.
 PLEASE ALSO SEE THE RISER MENTIONS PANEL IN GARAGE, YET
 THE PANEL ON PLANS APPEAR TO BE IN A LAUNDRY ROOM AND
 THERE IS NO GARAGE.
 PLEASE ADJUST AND CORRELATE PLANS.
 106.1.2, 106.3.5.4, FBC ADMIN SECT
  
 11) NOTE: PLEASE CORRELATE A/C LOADS. PLEASE SEE PANEL
 SCHEDULE SHOWS 7.5KW AND 10KW. WHICH ONE?
 FBC 106.1.2
  
 12) NOTE: PLEASE SEE 210.52 FOR SEVERAL MISSING
 REQUIRED RECEPTACLE FOR WALL SPACES 2FT OR MORE. PLEASE
 SEE COMMENT #15, AS THEY MAY BE OK, IF THE INTENTION IS
 FOR THESE TO BE 1/2 SWITCHED.
  
 13) NOTE: PLEASE CORRELATE LOAD ON IRRIGATION PUMP ON
 PANEL SCHEDULE WITH THAT OF THE LOAD SHOWN ON LOAD
 CALCULATIONS.
 PLEASE ALSO SEE THE CIRCUIT IS BEING SHOWN ON A 1-POLE
 30A CIRCUIT?
  
 14) NOTE:PLEASE CLARIFY IF THE LOAD ON THE POOL PUMP
 IS SHOWN AT THE CONTINUOUS DUTY AS ON LOAD CALCULATIONS
 OR PLEASE SHOW AT 125%.ALSO SHOWN ON A 120V 1-POLE
 30A CIRCUIT?
 215.3, 230.42
  
 15) NOTE: PLEASE SEE 210.70 AND LS 101 7.8, PLEASE SEE
 THE PLANS AS THERE ARE MANY ANY WHICH WILL BE REQUIRED
 TO CONTAIN A LIGHT FIXTURE OF SOME KIND BEFORE FINAL OR
 OTHER EXCEPTION FOR SWITCHED RECEPT ETC.
 PLEASE SEE THE NEW ROOM SHALL CONTAIN A METHOD OF
 CONTROLLING LIGHTING FOR INGRESS INTO THE NEW ROOM FROM
 THE OUTSIDE. PLEASE SEE THIS CAN BE DONE WITH A 3-WAY
 OR OTHER OPTION.
 210.70 , LS 101 7.8
 PLEASE SEE SEVERAL AREAS WHICH INDICATE THE ENTIRE
 RECEPT BEING SWITCHED. PLEASE KNOW THIS IS OK, HOWEVER
 IF SWITCHING THE ENTIRE RECEPT, THEN AN ADDITIONAL
 RECEPT WILL BE REQUIRED PER 210.52. IF ONLY SWITCHING
 HALF, PLEASE ADJUST SYMBOL.
 PLEASE ADJUST PLANS AS NEEDED.
  
  
 16) NOTE: * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-07 Cont ID  
Sent By adarroug Date 2007-03-07 Time 11:00 Rev Time 0.00
Received By adarroug Date 2007-03-07 Time 11:00 Sent To E
Notes
2007-03-07 11:00:59TO "DPALMER" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-02 Cont ID  
Sent By adarroug Date 2007-03-02 Time 16:12 Rev Time 0.00
Received By adarroug Date 2007-03-02 Time 16:12 Sent To Z
Notes
2007-03-02 16:13:55TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-28 Cont ID  
Sent By adarroug Date 2006-12-28 Time 08:44 Rev Time 0.00
Received By adarroug Date 2006-12-28 Time 08:44 Sent To E
Notes
2006-12-28 08:44:27TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-01 Cont ID  
Sent By rmcdouga Date 2007-02-01 Time 06:53 Rev Time 0.00
Received By rmcdouga Date 2006-12-17 Time 16:37 Sent To  
Notes
2006-12-17 16:37:33TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2007-03-09 Cont ID  
Sent By tgordon Date 2007-03-09 Time 08:36 Rev Time 0.25
Received By tgordon Date 2007-03-09 Time 08:36 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-01-02 Cont ID  
Sent By tgordon Date 2007-01-02 Time 08:45 Rev Time 0.30
Received By tgordon Date 2007-01-02 Time 08:45 Sent To P
Notes
2007-01-02 09:00:02*** DENIED ***
 1) ENERGY CALCULATIONS NEED TO BE SIGNED BY OWNER/AGENT
 ALSO, PER 2004 FBC 13-600.3.ABC.2.
  
 2) PLEASE SUBMIT TWO COPY'S OF THE ENERGY CALCULATIONS
 AND MANUAL J CAL'S.
  
 3) PLEASE SHOW LOCATION OF CLOTHES DRYER VENT
 TERMINATION ON MECHANICAL PLANS, INFORMATIONAL VENT MAY
 NOT DISCHARGE NEAR THE A/C CONDENSER UNIT, PER 2004
 FBC/M 501.2 .
  
 4) DOOR TO LAUNDRY ROOM NEEDS TO BE LOUVERED OR A GRILL
 NEEDS TO BE INSTALLED FOR RETURN AIR, PLEASE SHOW ON
 MECHANICAL PLANS.
  
 5) RETURN AIR TRANSFER DUCT TO MASTER SUITE NEEDS TO BE
 LARGER THAN 12". BALANCED RETURN AIR MAY BE ACHIEVED
 BY.
 (A)TRANSFER DUCTS MAY ACHIEVE THIS BY
 INCREASING THE RETURN TRANSFER ONE AND
 ONE HALF TIMES THE CROSS SECTIONAL AREA
 (SQUARE INCHES) OF THE SUPPLY DUCT
 ENTERING THE ROOM OR SPACE IT'S SERVING
 AND THE DOOR HAVING AT LEAST AN
 UNRESTRICTED 1 INCHUNDERCUT TO ACHIEVE
 PROPER RETURN AIR BALANCE.
 (C)HABITABLE ROOMS ONLY SHALL BE
 REQUIRED TO MEET THESE REQUIREMENTS FOR
 PROPER BALANCED RETURN AIR EXCLUDING
 BATHROOMS, CLOSETS, STORAGE ROOMS AND
 LAUNDRY ROOMS, EXCEPT THAT ALL SUPPLY
 AIR INTO THE MASTER SUITE SHALL BE
 INCLUDED. PER 2004 FBC/R M1602.4 .
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-03-14 Cont ID  
Sent By jleech Date 2007-03-14 Time 07:45 Rev Time 0.00
Received By jleech Date 2007-03-14 Time 07:45 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2007-01-06 Cont ID  
Sent By jleech Date 2007-01-06 Time 11:36 Rev Time 0.00
Received By jleech Date 2007-01-06 Time 11:36 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2007-03-06 Cont ID  
Sent By jroach Date 2007-03-06 Time 20:25 Rev Time 0.00
Received By jroach Date 2007-03-06 Time 20:25 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2006-12-26 Cont ID  
Sent By mmclean Date 2006-12-26 Time 17:53 Rev Time 0.00
Received By mmclean Date 2006-12-26 Time 17:53 Sent To I
Notes
***NONE***


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