Plan Review Details - Permit 09030628
Plan Review Stops For Permit 09030628
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-09-17 Cont ID  
Sent By jwitmer Date 2009-09-17 Time 15:49 Rev Time 1.00
Received By jwitmer Date 2009-09-17 Time 15:49 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2009-07-31 Cont ID  
Sent By jwitmer Date 2009-07-31 Time 14:27 Rev Time 0.77
Received By jwitmer Date 2009-07-31 Time 14:27 Sent To  
Notes
2009-07-31 14:36:43BUILDING PLAN REVIEW
 PERMIT: 09030628
 ADD: 1320 N. MANGONIA DRIVE
 CONT: HBR DEVELOPERS, LLC
 TEL: (561)371-8546
  
 FL BLD CODE= 2007 FLORIDA RESIDETIAL BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 JUNE 31,2009
 3RD REVIEW
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) CONCERNS OVER LINTELS SIZE INDICATED ON SHEET A-2
 AND LGRAVITY LOADING OF TRUSS A-2 FOUND ON SHEET A-5.
 SHEET A-2 INDICATES THE USE OF A 8"X8" LINTEL WITH 2# 3
 TOP STEEL AND ONE# 5 BOTTOM STEEL SPANNING 10'-6" .
 2A) CONCERN A IS THAT NO GRAVITY LOADS HAVE BEEN
 PROVIDED, NOR HAS THE PRODUCT APPROVAL FOR THE PRE-CAST
 BEEN HIGHLIGHTED INDICATING THE TYPE OF LINTEL TO BE
 INSTALLED AND ASSCIATED SAFE LOADS THAT THE LINTEL WILL
 CARRY. R606.8 LINTELS. MASONRY OVER OPENINGS SHALL BE
 SUPPORTEDBY STEEL LINTELS, REINFORCED CONCRETE OR
 MASONARY LINTELS OR MASONARY ARCHES, DESIGNED TO
 SUPPORT LOADS IMPOSED. THE TRUSS PACKAGE INDICATES
 GIRDER H8 HAS A REACTION OF 3380 AT POINTS 10 AND 17
 AND A NEW NOTE ON SHEET A2 THE CONTRACTOR IS TO PROVIDE
 PRE-ENGINEERED SHOP DRAWINGS FROM THE MANUFACTURER FOR
 APPROVAL, NEITHER THE TRUSS PACKAGE NOR HAS THE LINTEL
 PACKAGE BEEN HIGHLIGHTED INDICATING THE SIZE OF THE
 LINTEL TO BE INSTALLED UNDER THE H8 GIRDER.
  
 3-8) COMPLIED.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-06-04 Cont ID  
Sent By jwitmer Date 2009-06-04 Time 14:42 Rev Time 0.77
Received By jwitmer Date 2009-06-04 Time 14:00 Sent To  
Notes
2009-06-04 15:16:21BUILDING PLAN REVIEW
 PERMIT: 09030628
 ADD: 1320 N. MANGONIA DRIVE
 CONT: HBR DEVELOPERS, LLC
 TEL: (561)371-8546
  
 FL BLD CODE= 2007 FLORIDA RESIDETIAL BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 JUNE 5,2009
 2ND REVIEW
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) CONCERNS OVER LINTELS SIZE INDICATED ON SHEET A-2
 AND LGRAVITY LOADING OF TRUSS A-2 FOUND ON SHEET A-5.
 SHEET A-2 INDICATES THE USE OF A 8"X8" LINTEL WITH 2# 3
 TOP STEEL AND ONE# 5 BOTTOM STEEL SPANNING 10'-6" .
 2A) CONCERN A IS THAT NO GRAVITY LOADS HAVE BEEN
 PROVIDED, NOR HAS THE PRODUCT APPROVAL FOR THE PRE-CAST
 BEEN HIGHLIGHTED INDICATING THE TYPE OF LINTEL TO BE
 INSTALLED AND ASSCIATED SAFE LOADS THAT THE LINTEL WILL
 CARRY. R606.8 LINTELS. MASONRY OVER OPENINGS SHALL BE
 SUPPORTEDBY STEEL LINTELS, REINFORCED CONCRETE OR
 MASONARY LINTELS OR MASONARY ARCHES, DESIGNED TO
 SUPPORT LOADS IMPOSED.
  
 2B) CONCERN B, IS UASUALLY TRUSS LAYOUT SHEETS INDICATE
 THE JACKS STARTING AT 1', 3', 5',& 7' BEING THE GIRDER
 OR TRUSS THAT WILL PICK UP THE ADDITIONAL GRAVITY
 LOADING OF THE JACKS. IF THE JACK TRUSSES
 CANTILEVER OVER THE LINTEL 2'-0" THE LOADING WILL
 BASICALLY BALANCE OUT AT 4'-0" BACK FROM THE BEGINING
 OF THE TRUSS. FROM 4'-0 TO THE GIRDER TRUSS LOCATED AT
 7'-0 PLUS THE 1'-0" TRIBUTARY AREA FROM THE OTHER SIDE
 OF THE TRUSS WOULD MEAN A 4'-0" TRIBUTARY AREA PER FOOT
 IS BEING CARRIED AT THIS POINTMULTIPLY THIS BY 1/2 THE
 SPAN AND AT 60 PSF WOULD BE A GRAVITY LOAD ON EACH END
 OF 4560 GRAVITY LOAD AT EACH END OF THE TRUSS, PLEASE
 INDICATE WHICH TYPE OF LINTEL WILL BE USED TO CARRY
 THIS LOADING. PLEASE PROVIDE TRUSS DRAWINGS PER
 R802.1.6.1 TRUSS DESIGN DRAWINGS,
 R802.1.6 WOOD TRUSSES.
 R802.1.6.1 TRUSS DESIGN DRAWINGS.
 TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH
 SECTION R802.1.6.1, SHALL BE PROVIDED TO THE BUILDING
 OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS
 DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE
 INFORMATION SPECIFIED BELOW. TRUSS DESIGN DRAWING SHALL
 BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO
 THE JOBSITE.
 1. DESIGN WIND SPEED AND EXPOSURE CATEGORY.
 2. SLOPE OR DEPTH, SPAN AND SPACING.
 3. LOCATION OF ALL JOINTS.
 4. REQUIRED BEARING WIDTHS.
 5. DESIGN LOADS AS APPLICABLE.
 5.1. TOP CHORD LIVE LOAD.
 5.2. TOP CHORD DEAD LOAD.
 5.3. BOTTOM CHORD LIVE LOAD.
 5.4. BOTTOM CHORD DEAD LOAD.
 5.5. CONCENTRATED LOADS AND THEIR POINTS OF
 APPLICATION.
 5.6. CONTROLLING WIND AND EARTHQUAKE LOADS.
 6. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN
 VALUES FOR CONDITIONS OF USE.
 7. EACH REACTION FORCE AND DIRECTION.
 8. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE,
 THICKNESS OR GAUGE) AND THE DIMENSIONED LOCATION OF
 EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED
 RELATIVE TO THE JOINT INTERFACE.
 9. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER.
 10. CONNECTION REQUIREMENTS FOR:
 10.1. TRUSS TO TRUSS GIRDER.
 10.2. TRUSS PLY TO PLY.
 10.3. FIELD SPLICES.
 11. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM
 DESCRIPTION FOR LIVE AND TOTAL LOAD.
 12. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS
 MEMBERS TO ENABLE THE BUILDING DESIGNER TO DESIGN THE
 SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT
 CONTINUOUS LATERAL BRACING. FORCES SHALL BE SHOWN ON
 THE TRUSS DESIGN DRAWING OR ON SUPPLEMENTAL DOCUMENTS.
 13. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATION.
  
 3) SHEET A-3 INDICATES AT THE TUB THE WINDOW SILL IS
 LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB
 MAKING THIS WINDOW A HAZARDOUS LOCATION PER:
 R308.4 HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE
 CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE
 PURPOSES OF GLAZING:
  
 R308.4 (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. PLEASE UPDATE WINDOW SCHEDULE FOUND ON A2
 WINDOW
 H32 TO BE SAFETY GLAZED PER TABLE R 308.3 CATEGORY
 CLASS II.
  
 4) COMPLIED.
  
 5) SHEET A-2 IS MISSING ATTIC ACCESS IN THE NEW
 ADDITION. 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 M2) 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.
  
 6A) PRODUCT APPROVAL 06-0606.05 BERMUDA CONCRETE FLAT
 TILE PLEASE INDICATE HOW TILE WILL BE FASTENED TO THE
 UNDERLAYMENT.R905.3.7 TILE SHALL BE APPLIED IN
 ACCORDANCE WITH THIS CHAPTER AND THE MANUFACTURER'S
 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF THE
 FRSA/TRI 07320 BASED ON THE FOLLOWING:
 ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL BE
 FASTENED IN ACCORDANCE WITH FRSA/TRI INSTALLATION
 MANUAL 07320.
 TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT.
 RESERVED.
  
 6B) R905.3.7.1. HIP AND RIDGE TILES. HIP AND RIDGE
 TILES SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI
 07320 MANUAL.7) .PROVIDE HIP AND RIDGE ATTACHMENT
 INFORMATION NOT FOUND IN NOA.
  
 7) OWES STATE RADON FEES OF $10.30 TO BE PAID BEFORE
 PERIMT ISSUANCE.
  
 8) COMPLIED.
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-04-14 Cont ID  
Sent By jwitmer Date 2009-04-14 Time 09:02 Rev Time 1.55
Received By jwitmer Date 2009-04-14 Time 09:01 Sent To  
Notes
2009-04-14 11:16:48BUILDING PLAN REVIEW
 PERMIT: 09030628
 ADD: 1320 N. MANGONIA DRIVE
 CONT: HBR DEVELOPERS, LLC
 TEL: (561)371-8546
  
 FL BLD CODE= 2007 FLORIDA RESIDETIAL BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 1E) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER MARCH 1ST, 2007 SHALL BE REVIEWED TO
 THE 2007 FBC RESIDENTIAL BUILDING WITH THE 2009
 SUPPLEMENTS AND 2007 EXISTING BUILDING CODE CHAPTER 10
 ADDITIONS. THE COVERSHEET A-1 NEEDS TO BE UP DATED.
  
 2) CONCERNS OVER LINTELS SIZE INDICATED ON SHEET A-2
 AND LGRAVITY LOADING OF TRUSS A-2 FOUND ON SHEET A-5.
 SHEET A-2 INDICATES THE USE OF A 8"X8" LINTEL WITH 2# 3
 TOP STEEL AND ONE# 5 BOTTOM STEEL SPANNING 10'-6" .
 2A) CONCERN A IS THAT NO GRAVITY LOADS HAVE BEEN
 PROVIDED, NOR HAS THE PRODUCT APPROVAL FOR THE PRE-CAST
 BEEN HIGHLIGHTED INDICATING THE TYPE OF LINTEL TO BE
 INSTALLED AND ASSCIATED SAFE LOADS THAT THE LINTEL WILL
 CARRY. R606.8 LINTELS. MASONRY OVER OPENINGS SHALL BE
 SUPPORTEDBY STEEL LINTELS, REINFORCED CONCRETE OR
 MASONARY LINTELS OR MASONARY ARCHES, DESIGNED TO
 SUPPORT LOADS IMPOSED.
  
 2B) CONCERN B, IS UASUALLY TRUSS LAYOUT SHEETS INDICATE
 THE JACKS STARTING AT 1', 3', 5',& 7' BEING THE GIRDER
 OR TRUSS THAT WILL PICK UP THE ADDITIONAL GRAVITY
 LOADING OF THE JACKS. IF THE JACK TRUSSES
 CANTILEVER OVER THE LINTEL 2'-0" THE LOADING WILL
 BASICALLY BALANCE OUT AT 4'-0" BACK FROM THE BEGINING
 OF THE TRUSS. FROM 4'-0 TO THE GIRDER TRUSS LOCATED AT
 7'-0 PLUS THE 1'-0" TRIBUTARY AREA FROM THE OTHER SIDE
 OF THE TRUSS WOULD MEAN A 4'-0" TRIBUTARY AREA PER FOOT
 IS BEING CARRIED AT THIS POINTMULTIPLY THIS BY 1/2 THE
 SPAN AND AT 60 PSF WOULD BE A GRAVITY LOAD ON EACH END
 OF 4560 GRAVITY LOAD AT EACH END OF THE TRUSS, PLEASE
 INDICATE WHICH TYPE OF LINTEL WILL BE USED TO CARRY
 THIS LOADING. PLEASE PROVIDE TRUSS DRAWINGS PER
 R802.1.6.1 TRUSS DESIGN DRAWINGS,
 R802.1.6 WOOD TRUSSES.
 R802.1.6.1 TRUSS DESIGN DRAWINGS.
 TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH
 SECTION R802.1.6.1, SHALL BE PROVIDED TO THE BUILDING
 OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS
 DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE
 INFORMATION SPECIFIED BELOW. TRUSS DESIGN DRAWING SHALL
 BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO
 THE JOBSITE.
 1. DESIGN WIND SPEED AND EXPOSURE CATEGORY.
 2. SLOPE OR DEPTH, SPAN AND SPACING.
 3. LOCATION OF ALL JOINTS.
 4. REQUIRED BEARING WIDTHS.
 5. DESIGN LOADS AS APPLICABLE.
 5.1. TOP CHORD LIVE LOAD.
 5.2. TOP CHORD DEAD LOAD.
 5.3. BOTTOM CHORD LIVE LOAD.
 5.4. BOTTOM CHORD DEAD LOAD.
 5.5. CONCENTRATED LOADS AND THEIR POINTS OF
 APPLICATION.
 5.6. CONTROLLING WIND AND EARTHQUAKE LOADS.
 6. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN
 VALUES FOR CONDITIONS OF USE.
 7. EACH REACTION FORCE AND DIRECTION.
 8. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE,
 THICKNESS OR GAUGE) AND THE DIMENSIONED LOCATION OF
 EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED
 RELATIVE TO THE JOINT INTERFACE.
 9. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER.
 10. CONNECTION REQUIREMENTS FOR:
 10.1. TRUSS TO TRUSS GIRDER.
 10.2. TRUSS PLY TO PLY.
 10.3. FIELD SPLICES.
 11. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM
 DESCRIPTION FOR LIVE AND TOTAL LOAD.
 12. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS
 MEMBERS TO ENABLE THE BUILDING DESIGNER TO DESIGN THE
 SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT
 CONTINUOUS LATERAL BRACING. FORCES SHALL BE SHOWN ON
 THE TRUSS DESIGN DRAWING OR ON SUPPLEMENTAL DOCUMENTS.
 13. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATION.
  
 3) SHEET A-3 INDICATES AT THE TUB THE WINDOW SILL IS
 LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB
 MAKING THIS WINDOW A HAZARDOUS LOCATION PER:
 R308.4 HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE
 CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE
 PURPOSES OF GLAZING:
  
 R308.4 (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. PLEASE UPDATE WINDOW SCHEDULE FOUND ON A2
 WINDOW
 H32 TO BE SAFETY GLAZED PER TABLE R 308.3 CATEGORY
 CLASS II.
  
 4) SHEET A-3 NOR A-4 INDICATE THE USE OF VENTILATORS
 LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
 VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS AN
 ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA MAY BE
 REDUCED TO 1 TO 300 WHEN A VAPOR BARRIER HAVING A
 TRANSMISSION RATE NOT EXCEEDING 1 PERM (57.4 MG/S ?? M2
 ?? PA) IS INSTALLED ON THE WARM SIDE OF THE CEILING.
 R806.2
  
 5) SHEET A-2 IS MISSING ATTIC ACCESS IN THE NEW
 ADDITION. 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 M2) 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.
  
 6A) PRODUCT APPROVAL 06-0606.05 BERMUDA CONCRETE FLAT
 TILE PLEASE INDICATE HOW TILE WILL BE FASTENED TO THE
 UNDERLAYMENT.R905.3.7 TILE SHALL BE APPLIED IN
 ACCORDANCE WITH THIS CHAPTER AND THE MANUFACTURER'S
 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF THE
 FRSA/TRI 07320 BASED ON THE FOLLOWING:
 ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL BE
 FASTENED IN ACCORDANCE WITH FRSA/TRI INSTALLATION
 MANUAL 07320.
 TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT.
 RESERVED.
  
 6B) R905.3.7.1. HIP AND RIDGE TILES. HIP AND RIDGE
 TILES SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI
 07320 MANUAL.7) .PROVIDE HIP AND RIDGE ATTACHMENT
 INFORMATION NOT FOUND IN NOA.
  
 7) OWES STATE RADON FEES OF $10.30 TO BE PAID BEFORE
 PERIMT ISSUANCE.
  
 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2009-09-17 Cont ID  
Sent By jwitmer Date 2009-09-17 Time 15:48 Rev Time 1.00
Received By jwitmer Date 2009-09-17 Time 15:48 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2009-08-03 Cont ID  
Sent By dpalmer Date 2009-08-03 Time 13:36 Rev Time 0.00
Received By dpalmer Date 2009-08-03 Time 13:36 Sent To  
Notes
2009-08-03 13:36:54 
  
 ** DENIED 3RD REVIEW **
  
 ** PLANS ARE COMING BACK FOR SOME OTHER COMMENTS FROM
 OTHER TRADES. PLEASE ADDRESS THE FOLLOWING AT THIS
 TIME.
 ** ITEMS BELOW ARE SOME OF THE SAME ITEMS FROM PREVIOUS
 REVIEW. SOME ITEMS WERE REVISED HOWEVER ARE STILL IN
 CONFLICT WITH THE MINIMUM OF THE NATIONAL ELECTRICAL
 CODE. NFAP-70 2005
  
 1) NOTE: PLEASE COORDINATE ALL A/C EQUIPMENT, OVER
 CURRENT PROTECTION, BRANCH CIRCUITING ETC.
 MECHANICAL PLANS INDICATE NEW A/C WITH 7.5 KW AND A 25
 AMP LOAD WHICH IS NOT POSSIBLE. THE 7.5 LOAD @ 240V IS
 31.25AMPS. PER 424.3B THE MINIMUM OVER CURRENT
 PROTECTION MUST BE 125%.
 PLEASE SEE A/C LOAD TABLE WHICH INDICATES BOTH SYSTEMS
 WITH 60AMP ON HEAT AND 30AMP ON CU. THIS IS IN CONFLICT
 WITH THE PANEL SCHEDULE WITH 40AMP BREAKERS SHOWN FOR
 EACH CU.
 PLEASE GO OVER ALL LOADS AND CIRCUITS.
 240.4,310.16, 220.60, 422.11E3, 424.3B ETC
  
 2) NOTE: PANEL SCHEDULE AND LOAD CALCULATIONS ONLY
 INDICATE ONE SMALL APPLIANCE CIRCUIT AND LOAD.
 PLEASE SEE 210.52B1, 210.11C1, 220.52
  
 3) NOTE: PLEASE SEE WATER HEATER LOAD AND CONDUCTOR
 SIZE. PREVIOUS NOTE MENTIONED THE LOAD TO BE FIGURED AT
 125% FOR FEEDER/SERVICE AND BRANCH CIRCUIT HOWEVER
 PLANS ARE NOW COMING BACK SHOWING A 10KW LOAD ON #10AWG
 WITH A 40AMP BREAKER.
 NONE OF THESE COORDINATE.
 310.16, 240.4, 422.13
  
 ** PANEL SCHEDULE SHOWS 30AMP BREAKER ON #10.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2009-06-01 Cont ID  
Sent By dpalmer Date 2009-06-01 Time 11:17 Rev Time 0.00
Received By dpalmer Date 2009-06-01 Time 11:17 Sent To  
Notes
2009-06-01 11:18:03** DENIED 2ND REVIEW**
  
 SOME ITEMS FROM PREVIOUS REVIEW ARE STILL IN NEED OF
 ADDRESSING. THERE ARE ALSO SOME NEW ITEMS BASED ON
 CHANGES MADE TO PLANS WHICH HAVE CREATED NEW COMMENTS
  
 1) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE STATED
 ON ELECTRICAL PLANS AT A MINIMUM.
 2005 NFPA-70
 2002 NFPA-72
 2007 FBC RESIDENTIAL
  
 2) NOTE: PLANS STILL CONTAIN SEVERAL NOTES WHICH
 REFLECT SMOKE DETECTORS INSTEAD OF SMOKE ALARMS. WHICH
 ONE WILL BE INSTALLED? PLEASE SEE NFPA-72 2002
  
 3) NOTE: PLANS STILL NOTE RELOCATION OF WASHER AND
 DRYER, HOWEVER ONLY ONE RECEPTACLE SHOWN AS 120V
 RECEPTACLES.
 PANEL SCHEDULE DOES NOT LIST THE REQUIRED
 WASHER/LAUNDRY CIRCUIT.
 210.11C2, 220.52, 210.
  
 4) NOTE: PLEASE BE SURE TO LIST THE REQUIRED ARC FAULT
 PROTECTED CIRCUITS PER 210.12 OF THE 2005 NEC.
 THERE IS A NOTE ON PLANS HOWEVER AS ALL CIRCUITS NEED
 TO BE IDENTIFIED PER 408.4, PLEASE LIST ON SCHEDULE.
 SEE COMMENT #6 BELOW.
  
 5) NOTE: SAME NOTE: STORAGE TYPE WATER HEATER MUST BE
 FIGURED AT 125% PER 422.13 SEE NEC 2005 WHICH CODE WAS
 REVISED. SEE HANDBOOK FOR LOAD ON FEEDERS AND SERVICES.
 ( LAST LINE IN COMMENTARY).
  
 6) NOTE: NEW PANEL SCHEDULE SUBMITTED. PLEASE
 COORDINATE WITH THE LOAD CALCULATIONS. THERE ARE NOW
 MULTIPLE ITEMS WHICH DO NOT COORDINATE OR MEET MINIMUM
 CODE.
 WASHER NOT ON NEW PANEL SCHEDULE.
 ONLY ONE SMALL APPLIANCE CIRCUIT.
 NO MICROWAVE ON PANEL SCHEDULE.
 NO DISHWASHER ON PANEL SCHEDULE.
 ETC.
 THERE ARE OTHER ITEMS. PLEASE SEE 408.4 AS EACH CIRCUIT
 NEEDS TO BE SPECIFIC TO THE ROOMS AND AREAS IN WHICH
 THEY FEED.
 PLEASE SEE 210.52B1, 210.11C1, 220.52 FOR MINIMUM
 CIRCUITS, LOADS, ETC.
  
 7) NOTE: PLEASE SEE 250.50 AS THE NEW FOOTER STEEL IS
 REQUIRED TO BE PART OF THE GROUNDING ELECTRODE SYSTEM.
  
 8) NOTE: PLEASE SEE THAT THE NEW PANEL STATES THAT IT
 WILL BE 150AMPS, HOWEVER RISER SHOWS 200AMPS AND RISER
 ALSO SHOWS A NEW 200AMP OCP FOR NEW PANELS.
  
 9) NOTE: PLEASE INCLUDE AIC RATING FOR ALL SERVICE
 EQUIPMENT PER 110.9. PLANS STATE 10K FOR BRANCH
 BREAKERS HOWEVER NOTHING FOR MAIN SERVICE.
  
 10) NOTE: PLEASE SEE REDLINED PLANS FOR TWO MISSING
 RECEPTACLES PER 210.52.
  
 11) NOTE: PLEASE SEE 424.3B AS THE OCP FOR THE AHU
 SHALL BE A MINIMUM OF 125% OF THE LOAD. LOAD SHOWN AS
 8KW WITH A 40AMP BREAKER HOWEVER 125% OF THE 8KW IS
 MORE THAN 40AMPS.
 EXISTING INDICATES A 60AMP BREAKER FOR 8KW UNIT. EITHER
 THE 60AMP IS TOO HIGH OR THE UNIT IS 10KW. PLEASE
 VERIFY. 220.
  
  
 12) NOTE: *** PLEASE REMOVE ALL OLD/VOIDED SHEETS AS
 NOTED ON PREVIOUS REVIEW AS * IMPORTANT*
  
 ** IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE 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 DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-04-10 Cont ID  
Sent By dpalmer Date 2009-04-10 Time 15:50 Rev Time 0.00
Received By dpalmer Date 2009-04-10 Time 15:50 Sent To  
Notes
2009-04-10 15:51:01** DENIED**
  
 1) NOTE: PLANS ARE STATING ALL DESIGNS PER 2004 FBC.
 ANY PLANS SUBMITTED FOR PER AFTER MARCH 1ST, 2009 MUST
 BE UNDER THE NEW 2007 FBC WITH 2009 AMENDMENTS.
 PLEASE BE SURE THE FOLLOWING CODES ARE STATED ON PLANS
 AT A MINIMUM.
 2005 NFPA-70
 2002 NFPA-72
 2007 FBC RESIDENTIAL
  
 2) NOTE: PLANS STATE SMOKE DETECTORS. SMOKE DETECTORS
 ARE UNITS WHICH ONLY DETECT AND DO NOT SOUND. PLEASE
 SEE DEFINITIONS IN NFPA-72 2002. PLEASE KNOW THAT SMOKE
 ALARMS ARE DEVICES WHICH DETECT AND SOUND. IF THESE ARE
 INDEED SMOKE DETECTORS, PLEASE COMPLETE PLANS WITH FIRE
 ALARM PANEL, SOUNDING DEVICES.
 ** PLEASE ALSO SHOW COMPLETE LAYOUT OF EXISTING
 DWELLING. ALL EXISTING LOCATIONS MUST BE BROUGHT UP TO
 CURRENT NFPA-72 11.5.1 FOR SMOKE ALARMS.
 PLEASE SEE FBC R313.
 ** PLEASE ALSO SEE 210.12 OF THE NEC AS THIS REQUIRES
 ARC FAULT PROTECTION.
  
 3) NOTE: PLEASE SHOW LOCATION OF RELOCATED WASHER AND
 DRYER OUTLET. PLANS STATE THIS HOWEVER NOT SHOWN.
 210.52
  
 4) NOTE: PLEASE BE SURE TO LIST THE REQUIRED ARC FAULT
 PROTECTED CIRCUITS PER 210.12 OF THE 2005 NEC.
 THERE IS A NOTE ON PLANS HOWEVER AS ALL CIRCUITS NEED
 TO BE IDENTIFIED PER 408.4, PLEASE LIST ON SCHEDULE.
 SEE COMMENT #6 BELOW.
  
 5) NOTE: STORAGE TYPE WATER HEATER MUST BE FIGURED AT
 125% PER 422.13
  
 6) NOTE: PANEL SCHEDULE NOTES ONLY 1-GENERAL
 LIGHTING/RECEPTACLE CIRCUIT FOR THE HOUSE. PLEASE SEE
 408.4 AS EACH CIRCUIT NEEDS TO BE SPECIFIC TO THE ROOMS
 AND AREAS IN WHICH THEY FEED.
  
 7) NOTE: PLEASE SEE 250.50 AS THE NEW FOOTER STEEL IS
 REQUIRED TO BE PART OF THE GROUNDING ELECTRODE SYSTEM.
  
 8) NOTE: THE GFI NOTE ON PLANS WITH RESPECT TO DISTANCE
 REQUIREMENT WITHIN 15FT OF POOL IS NOT CODE COMPLIANT.
 PLEASE SEE 210.8A3 AND 680.22 FOR REQUIRED GFI
 PROTECTION OF ALL OUTSIDE RECEPTACLES ALONG WITH
 DISTANCES FROM POOLS.
  
 9) NOTE: PLEASE INCLUDE AIC RATING FOR ALL SERVICE
 EQUIPMENT PER 110.9
  
 ** IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE 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 DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-09-15 Cont ID  
Sent By lmartine Date 2009-09-09 Time 18:56 Rev Time 0.00
Received By lmartine Date 2009-09-09 Time 18:56 Sent To  
Notes
2009-09-15 18:58:17GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-07-22 Cont ID  
Sent By lmartine Date 2009-07-22 Time 16:45 Rev Time 0.00
Received By lmartine Date 2009-07-22 Time 16:41 Sent To  
Notes
2009-07-22 16:46:01R-26
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-05-20 Cont ID  
Sent By lmartine Date 2009-05-20 Time 14:43 Rev Time 0.00
Received By lmartine Date 2009-05-19 Time 14:38 Sent To  
Notes
2009-05-20 14:43:45R-10
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-05-19 Cont ID  
Sent By   Date 2009-04-15 Time   Rev Time 0.00
Received By adarroug Date 2009-04-02 Time 14:44 Sent To  
Notes
2009-04-02 14:51:12TO "R11"
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2009-10-27 Cont ID  
Sent By hmoser Date 2009-10-27 Time 15:25 Rev Time 0.00
Received By hmoser Date 2009-10-27 Time 15:25 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2009-09-17 Cont ID  
Sent By jwitmer Date 2009-09-17 Time 10:32 Rev Time 1.00
Received By jwitmer Date 2009-09-17 Time 9:32 Sent To  
Notes
2009-09-17 10:33:53MECHANICAL PROVISO:
 2007/2009 FBC RESIDENTIAL CODE
 9-17-09
 M1307.3 WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES
 AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND
 INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT
 AND THE
 SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 JIM WITMER C. B. O.
 SFP-100
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2009-08-12 Cont ID  
Sent By jwitmer Date 2009-08-12 Time 16:08 Rev Time 0.50
Received By jwitmer Date 2009-08-12 Time 16:08 Sent To  
Notes
2009-08-12 16:15:31MECHANICALPLAN REVIEW
 PERMIT: 09030628
 ADD: 1320 N. MANGONIA DRIVE
 CONT: HBR DEVELOPERS, LLC
 TEL: (561)371-8546
  
 FL BLD CODE= 2007 FLORIDA RESIDETIAL BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 AUGUST 12/2009
 3RD REVIEW
 ACTION: DENIED
  
 1) COMMENT FROM PREVIOUS REVIEW STILL NOT ADDRESSED IS
 TO INDICATE HOW THE MECHANICAL EQUIPMENT IS TO BE
 SECURED TO SLAB PROVIDE MANUFACTURERS SPEC.
 301.13 FBC MECHANICAL. WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST WIND
 PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
 SFP-100
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2009-07-01 Cont ID  
Sent By hmoser Date 2009-07-01 Time 14:20 Rev Time 0.00
Received By hmoser Date 2009-07-01 Time 14:19 Sent To  
Notes
2009-07-01 14:19:55PLAN DENIED
 PLEASE PROVIDE DUCT SIZE FOR TRUNK LINE AND FLEX DUCT
 TO BATHROOM ON MECHANICAL PLANS .
 PLEASE SHOW LOCATION OF THE CONDENSER ON THE PLANS .
 PLEASE PROVIDE A COPY OF THE MANUFACTURER INSTALLATION
 INSTRUCTIONS FOR EQUIPMENT .
 PLEASE SHOW THE LOCATION OF THE RETURN AIR AND SIZE ON
 THE PLANS .
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-04-03 Cont ID  
Sent By hmoser Date 2009-04-03 Time 14:22 Rev Time 0.00
Received By hmoser Date 2009-04-03 Time 14:22 Sent To  
Notes
2009-04-03 14:36:47PLAN DENIED
 PLEASE PROVIDE DUCT SIZE FOR TRUNK LINE AND FLEX DUCT
 TO BATHROOM ON MECHANICAL PLANS .
 PLEASE SHOW LOCATION OF THE CONDENSER ON THE PLANS .
 PLEASE PROVIDE A COPY OF THE MANUFACTURER INSTALLATION
 INSTRUCTIONS FOR EQUIPMENT .
 PLEASE SHOW THE LOCATION OF THE RETURN AIR AND SIZE ON
 THE PLANS .
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-06-01 Cont ID  
Sent By kstevens Date 2009-06-01 Time 09:02 Rev Time 0.00
Received By kstevens Date 2009-06-01 Time 09:02 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-04-09 Cont ID  
Sent By kstevens Date 2009-04-09 Time 11:20 Rev Time 0.00
Received By kstevens Date 2009-04-09 Time 11:20 Sent To  
Notes
2009-04-09 11:39:47DENIED
 REFERENCE:
 FBC-2007 RESIDENTIAL W/2009 SUPPLEMENTS
 FBC-2007 EXISTING BUILDING
 FBC-2004 CHAPTER 1 WPB AMENDMENTS
  
 1. SHT A-1 CODE TABULATION INDICATES THE PLANS WERE
 DESIGNED UNDER THE FBC-2004 VERSION. THE CODE ADOPTED
 SINCE MARCH 1, 2009 IS THE FBC-2007 W/2009 CODE. PLEASE
 CHANGE REFERENCE AND DESIGN TO REFLECT NEW CODE.
  
 2. INDICATE THE LEVEL OF ALTERATION PER CHAPTER 4 OF
 THE EXISTING BUILDING CODE & SECTION 106.1.1.
  
 3. SHTS A-2 & MP INDICATES 1/4" PER FT SCALE. THE
 OPENING FOR THE WATER CLOSET SHALL BE A MINIMUM 30
 INCHES PER SECTION P2705.1(5). THE PLANS SCALE OUT LESS
 THAN THE REQUIRED 30 INCHES. PLEASE INDICATE THE
 OPENING SIZE FOR THE WATER CLOSET AND MAKE SURE THE
 OPENING SCALES OUT CORRECTLY.
  
 4. SHT MP THE TUB DOWNSTREAM OF THE WATER CLOSET IS NOT
 VENTED AS SHOWN. SECTION 901.2.1. A VENT IS REQUIRED
 BETWEEN THE W/C AND THE TUB.
  
 5. THE PLANS INDICATE THE WASH MACHINE HAS BEEN
 RELOCATED. PLEASE INDICATE WITH A SANITARY ISOMETRIC
 RISER DIAGRAM HOW THE PIPING TO THE WASH MACHINE WILL
 BE RUN AND INDICATE ALL PIPE SIZES. SECTION
 106.3.5.1.3.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 2009-04-15 Cont ID  
Sent By mcruz Date 2009-04-15 Time 13:49 Rev Time 0.00
Received By mcruz Date 2009-04-15 Time 13:30 Sent To  
Notes
***NONE***


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