Plan Review Details - Permit 06090314
Plan Review Stops For Permit 06090314
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-09-27 Cont ID  
Sent By rmcdouga Date 2007-09-27 Time 10:24 Rev Time 0.00
Received By rmcdouga Date 2007-09-27 Time 07:00 Sent To  
Notes
2007-09-27 10:24:09BUILDING PROVISO
  
 SUBMIT 2 COPIES OF PRODUCT APPROVALS FOR THE SPANISH
 ROOF TILES APPROVED IN WRITING BY THE DESIGNER OF
 RECORD WITH THE METHOD OF ATTACHMENT CIRCLED ON THE
 NOA.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-06-21 Cont ID  
Sent By rmcdouga Date 2007-06-21 Time 13:42 Rev Time 0.00
Received By rmcdouga Date 2007-06-20 Time 15:05 Sent To  
Notes
2007-06-20 16:58:13DENIED BY BUILDING
  
 NOTE: THE ORIGINAL SCOPE OF WORK WAS CHANGED AND NEW
 DRAWINGS WERE SUBMITTED.
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED. THE WORK IS REQUIRED TO BEGIN
 WITHIN 90 DAYS OF THE DATE THE NOC IS RECORDED OR IT
 WILL HAVE TO BE RE-RECORDED.
  
 2) THE ENERGY CALCULATION FORMS ARE REQUIRED TO BE
 SIGNED BY THE OWNER/AGENT.
  
 3) PROVIDE A DRAINAGE PLAN FOR THE LOT AS REQUIRED BY
 FBC R401.3. INDICATE HOW AND WHERE THE SURFACE WATER
 WILL BE DIRECTED TO AN APPROVED POINT OF COLLECTION.
  
 4) SPECIFY HOW THE ROOF VENTILATION AS REQUIRED BY FBC
 R806.1 WILL BE PROVIDED FOR THE FLAT ROOF ADDITION.
  
 5)SHOW COMPLIANCE WITH R903.4 FOR ROOF DRAINAGE.
 INDICATE THE LOCATIONS AND SIZES OF THE ROOF DRAINS OR
 SCUPPERS. PROVIDE CALCULATIONS FOR SCUPPER SIZING.
 SPECIFY SIZES AND LOCATIONS OF OVERFLOW SCUPPERS AS
 REQUIRED BY R903.4.1.
  
 6) SHOW COMPLIANCE WITH R320.7, WHICH REQUIRES ALL
 BUILDINGS WITH EAVES LESS THAN 6" TO HAVE GUTTERS WITH
 DOWNSPOUTS THAT DISCHARGE AT LEAST ONE FOOT FROM THE
 STRUCTURE.
  
 7) FBC R905.3.3.1 FOR LOW SLOPE ROOFS REQUIRES TWO
 LAYERS OF UNDERLAYMENT. SPECIFY TWO LAYERS OF
 UNDERLAYMENT FOR THE 3:12 AND 2.25:12 PITCH ROOF.
  
 8) PLEASE REVISE SCOPE OF WORK ON SHEET C1. THE SCOPE
 OF WORK WAS CHANGED TO ELIMINATE THE SECOND STORY.
  
 9) PLEASE REVISE THE UPLIFT INFORMATION ON C1. THERE IS
 NO LONGER AN UPPER AND LOWER ROOF. THERE IS A SLOPED
 ROOF AND A FLAT ROOF. PLEASE REVISE THE SPECIFIED
 UPLIFT PRESSURES TO COMPLY WITH FBC TABLE 1609.6.2.1(2)
 OR SUBMIT SIGNED AND SEALED CALCULATIONS INDICATING HOW
 THE PRESSURES WERE DETERMINED.
  
 10) THE LIST OF PRODUCT APPROVALS ON C1 SPECIFIES FLAT
 ROOF AND THIS SHOULD STATE FLAT ROOF COVERING MATERIAL
 OR BUR ROOF SYSTEM. PLEASE CORRECT. THE PRODUCT
 APPROVALS ARE REQUIRED TO BE SUBMITTED. THIS PRODUCT
 APPROVAL CONTAINS SEVERAL APPROVED ASSEMBLIES FOR
 INSULATED AND NON-INSULATED DECKS, AS WELL AS,
 DIFFERENT FASTENING OPTIONS AND DESIGN PRESSURES.
 THEREFORE, THE ASSEMBLY, FASTENING OPTION AND DESIGN
 PRESSURE ARE REQUIRED TO BE SPECIFIED. THIS CAN BE
 ACCOMPLISHED BY CIRCLING THE APPROPRIATE ITEMS ON THE
 NOA. ALSO NOTE THAT RAS 117 CALCULATIONS MAY BE
 REQUIRED FOR PERIMETER AND CORNER AREAS, ROOF ZONES 2
 AND 3 RESPECTIVELY. SEE LIMITATION NUMBER 7 OF THE
 NOA.
  
 11) THE PRODUCT INFORMATION ON C1 HAS BEEN REVISED AND
 UPDATED. PLEASE REMOVE IT OR CORRECT IT.
  
 12)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 2 COPIES OF THE
 PRODUCT APPROVALS. THE FLORIDA COVERSHEET AND NOA OR
 OTHER EVALUATION IS REQUIRED. PRODUCT APPROVALS ARE
 REQUIRED FOR EXTERIOR DOORS AND WINDOWS, ROOF
 COVERINGS, STORM PANELS, TRUSS HANGERS, CONNECTORS AND
 STRAPS AND OTHER PRODUCTS LISTED BY RULE 9B-72.
  
 13)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.
  
 14)IF THE GLAZED OPENINGS ARE NOT IMPACT RESISTANT
 SUBMIT PRODUCT APPROVALS, KEY PLANS AND INSTALLATION
 SCHEDULES ( INCLUDE FASTENER TYPES, SPACING ,ETC.) FOR
 THE STORM PANELS.
  
 15)TWO SETS OF SIGNED AND SEALED PLANS, PRODUCT
 APPROVALS, ENERGY FORMS, ETC. OR REQUIRED.
  
 16) THE INFORMATION SUBMITTED FOR THE WINDOWS IS NOT
 ACCEPTABLE. IT IS INCOMPLETE AND HAS BEEN REVISED.
  
 17) PLEASE RESUBMIT THE PLAN SHEETS WITH THE COUNTY
 IMPACT FEE STAMPS OR HAVE THE NEW REVISED SHEETS
 STAMPED FOR IMPACT FEES.
  
 18) ONE SET OF THE OLD PLANS CAN BE RESUBMITTED FOR
 REFERENCE PURPOSES.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-01-02 Cont ID  
Sent By rmcdouga Date 2007-01-02 Time 15:33 Rev Time 0.00
Received By rmcdouga Date 2007-01-02 Time 15:33 Sent To  
Notes
2007-01-02 15:59:23TWO STORY ADDITION
 DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) 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.
  
 3)THE ENERGY CALCULATION FORMS THAT WERE SUBMITTED
 CAN ONLY BE USED FOR ADDITIONS OF 600 SQFT OR LESS.
 THIS ADDITION IS 952 SQFT.
 SUBMIT THE CORRECT FORMS. SEE FBC 13-6.
  
 4) PROVIDE A DRAINAGE PLAN FOR THE LOT AS REQUIRED BY
 FBC R401.3. THE SITE PLAN SUBMITTED DOES NOT ADEQUATELY
 INDICATE THE SURFACE WATER DRAINAGE REQUIREMENTS OF
 SECTION R401.3 OF THE 2004 FBC RESIDENTIAL CODE.
  
 5) THE LIVE LOAD FOR BALCONIES SHOULD BE 60 PSF UNDER
 STRUCTURAL NOTES ON SHEET D1. SEE TABLE R 301.5.
  
 6) SPECIFY THE REQUIRED ATTIC VENTILATION FOR THE
 SECOND FLOOR. SEE FBC R806.1. SPECIFY HOW THE ADDITIONS
 ATTIC WILL BE VENTED.
  
 7) SHOW COMPLIANCE WITH FBC R320.7 WHICH REQUIRES ALL
 BUILDINGS WITH EAVES LESS THAN 6"TO HAVE GUTTERS AND
 DOWNSPOUTS THAT DISCHARGE 1 FOOT FROM THE STRUCTURE.
  
 8) SPECIFY THE 2 LAYERS OF UNDERLAYMENT FOR THE 3:12
 PITCH CEMENT TILE ROOF THAT IS REQUIRED BY FBC
 R905.3.3.1 FOR LOW SLOPE ROOFS.
  
 9) PROVIDE A DETAIL FOR THE REQUIRED GUARD AT THE OPEN
 SIDES OF THE STAIRS, SHOWING COMPLIANCE WITH FBC
 R312.1, R312.2.2 AND TABLE R 301.5.
  
 10) PROVIDE HANDRAIL DETAILS AT THE STAIRS SHOWING
 COMPLIANCE WITH FBC R311.5.6, 311.5.6.1 AND 311.5.6.3.
  
 11) CITY OF WPB AMENDMENTS TO FBC 106.3.3 REQUIRES THE
 DESIGNER OF RECORD FOR THE PROJECT TO REVIEW AND
 APPROVE IN WRITING ALL OF THE PRODUCT APPROVALS. THE
 ENGINEER THAT SIGNED AND SEALED THE PLANS IS THE
 DESIGNER OF RECORD AND IS REQUIRED TO APPROVE THE
 PRODUCT APPROVALS.
  
 12) SPECIFYON THE PRODUCT APPROVAL NOA FOR THE MONIER
 SPANISH "S" CONCRETE TILE, WHICH ONE OF THE METHODS OF
 ATTACHMENTS LISTED WILL BE USED TO INSTALL THE TILE.
 THE FASTENERS THAT WERE SPECIFIED ON THE NOA DO NOT
 MEET THE REQUIRED MOMENT OF RESISTANCE.
  
 13) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES AND
 DESIGN PRESSURE LISTED IN THE NOA FOR THE GAF BUR
 SYSTEM WILL BE INSTALLED. THE APPROVED ASSEMBLY AND
 MAXIMUM DESIGN PRESSURE WAS NOT SPECIFIED. SEE PAGES
 10-19 OF THE NOA. ENHANCED FASTENING MAY BE REQUIRED IN
 THE PERIMETER AND CORNER ZONES,SUBMIT THE RAS 117
 CALCULATIONS (SEE LIMITATION NUMBER 7).
  
 14) THE PRODUCT APPROVAL SUBMITTED FOR THE PGT SH-4000
 WINDOWS IS NOT FOR IMPACT RESISTANT WINDOWS AS
 SPECIFIED ON THE PLANS. IT IS ALSO EXPIRED.
  
 15) THE PRODUCT APPROVAL NOA FOR THE PGT HR710 IMPACT
 WINDOW IS EXPIRED. THE CURRENT ONE IS NOA 03-0612.06
 FOR FL 242-R3.
  
 16) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT
 FIXED GLASS WINDOW.
  
 17) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT
 STRUCTURAL WINDOW MULLIONS.
  
 18) IF THE NEW WINDOWS ARE NOT IMPACT RATED, THEN
 SPECIFY HOW THE GLAZED OPENINGS WILL BE PROTECTED FROM
 WINDBOURNE DEBRIS AS REQUIRED BY FBC R301.2.1.2. SUBMIT
 PRODUCT APPROVALS FOR STORM PANELS, WITH AN
 INSTALLATION SCHEDULE AND KEY PLAN.
  
 19) PR0VIDE A DETAIL INDICATING HOW THE DECK WILL BE
 WATERPROOFED SO THAT WHEN DECKING IS NAILED THROUGH THE
 ROOF MEMBRANE IT WILL NOT LEAK. ALSO SPECIFY THE
 FLASHING BETWEEN THE DECK AND THE EXTERIORWALL.
  
 20) FOUR SETS OF PLANS WERE SUBMITTED. TWO OF THE SETS
 DO NOT HAVE ALL SHEETS SIGNED AND SEALED. TWO COMPLETE
 SETS OF THE SIGNED AND SEALED DRAWINGS ARE REQUIRED.
 PLEASE REMOVE EXTRA PLANS TO AVOID CONFUSION. IF PLAN
 SHEETS ARE REVISED THEN YOU CAN SUBMIT ONE COPY OF THE
 OLD PLAN SHEETS FOR COMPARISON PURPOSES. HOWEVER,
 PLEASE MARK THE OLD SHEETS VOID OR OLD SHEETS.
  
 NOTE: MOST OF THE ABOVE COMMENTS ARE FROM THE FIRST
 REVIEW AND HAVE NOT BEEN ADDRESSED. IF YOU HAVE
 QUESTIONS PLEASE CALL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-10-16 Cont ID  
Sent By rmcdouga Date 2006-10-16 Time 08:41 Rev Time 0.00
Received By rmcdouga Date 2006-10-16 Time 08:41 Sent To  
Notes
2006-10-16 08:42:34 
 DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) 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.
  
 3) THE VALUE FOR THE SCOPE OF WORK HAS BEEN INCREASED
 TO $ 83,805.00. THE FEES HAVE BEEN ADJUSTED.
  
 4) THE ENERGY CALCULATION FORMS THAT WERE SUBMITTED CAN
 ONLY BE USED FOR ADDITIONS OF 600 SQFT OR LESS. THIS
 ADDITION IS 952 SQFT.
 SUBMIT THE CORRECT FORMS. SEE FBC 13-6.
  
 5) PROVIDE A DRAINAGE PLAN FOR THE LOT AS REQUIRED BY
 FBC 401.3.
  
 6) FBC R 403.1.4 REQUIRES EXTERIOR FOOTINGS TO BE A
 MINIMUM OF 12" BELOW FINAL GRADE. PLEASE INDICATE THIS
 ON SETION F1 ON SHEET A3.0.
  
 7) WALL SECTION B ON A5.0 SPECIFIES AN 18" THICK
 FOOTING AND F1 ON A3.0 HAS A 16" THICK FOOTING. PLEASE
 CLARIFY.
  
 8) THE UPLIFT VALUE FOR THE SIMPSON LUS 210 SHOULD BE
 1165 #, NOT 3015 # PER THE 2006 SIMPSON CATALOG. PLEASE
 CORRECT THE TRUSS ANCHOR SCHEDULES ON A4.0 AND A 4.1.
  
 9) THE SIMPSON LSSU 410 REQUIRES (18) 16D NAILS TO THE
 STRUCTURE PER THE CATALOG. PLEASE CORRECT.
  
 10) THE PLYWOOD ROOF SHEATHING NOTES ON A4.1 CONTAINS
 SEVERAL ERRORS. THE NOTES SPECIFY 3 ' OK (TYPO FOR OC)
 WHICH CONFLICTS WITH THE 4"0C SPECIFIED IN THE SCHEDULE
 ON THE SAME PAGE. THE NOTES STATE THAT ZONE 1 CAN BE
 ASSUMED THROUGHOUT THE ROOF. THIS IS INCORRECT AS ZONES
 2 AND 3 REQUIRE ENHANCED FASTENING. THE NOTE ALSO
 SPECS. 1-3/4" NAILS WHICH IS ALSO INCORRECT. THE
 MINIMUM NAILS REQUIRED ARE 8D (2-1/2" ).
  
 11) THERE IS A TYPO IN THE SCHEDULES ON A4.0 AND A4.1,
 THE WORD SHOULD BE SHANK NOT SHARK. PLEASE CORRECT.
  
 12) THE LIVE LOAD FOR BALCONIES SHOULD BE 60 PSF UNDER
 STRUCTURAL NOTES ON SHEET D1.
  
 13) FBC R704 REQUIRES CLEARANCE OF NOT LESS THAN 6"
 BETWEEN EXTERIOR WALL COVERINGS AND THE FINISH GRADE
 FOR TERMITE INSPECTION. FBC R319.1(5)REQUIRES WOOD
 SIDIN, SHEATHING AND WALL FRAMING TO BE PRESSURE
 TREATED OR DECAY-RESISTANT WOOD ORHAVE CLEARANCE OF
 AT LEAST 6 " FROM THE GROUND. FBC R404.1.6 REQUIRES
 CONCRETE FOUNDATION WALLS TO EXTEND 6" ABOVE FINISHED
 GRADE. PLEASE REVISE FOOTING DETAILS AND SECTIONS TO
 COMPLY.
  
 14) SPECIFY THE REQUIRED ATTIC VENTILATION FOR THE
 SECOND FLOOR. SEE FBC R806.1.
  
 15) SHOW COMPLIANCE WITH FBC R320.7 WHICH REQUIRES ALL
 BUILDINGS WITH EAVES LESS THAN 6"TO HAVE GUTTERS AND
 DOWNSPOUTS THAT DISCHARGE 1 FOOT FROM THE STRUCTURE.
  
 16) SPECIFY THE 2 LAYERS OF UNDERLAYMENT FOR THE 3:12
 PITCH CEMENT TILE ROOF THAT IS REQUIRED BY FBC
 R905.3.3.1 FOR LOW SLOPE ROOFS.
  
 17) PROVIDE STRUCTURAL DETAILS FOR THE SECOND FLOOR
 DECK THAT ALSO SPECIFIES SPACING OF INTERMEDIATE RAILS.
 SEE FBC R312 AND R301.5.
  
 18) PROVIDE A DETAIL FOR THE REQUIRED GUARD AT THE OPEN
 SIDES OF THE STAIRS, SHOWING COMPLIANCE WITH FBC
 R312.1, R312.2.2 AND TABLE R 301.5.
  
 19) ON SHEET A3.0 THE FOOTING SECTION TAG ON THE LEFT
 SIDE OF THE FOUNDATION PLAN IS INCORRECTLY GIVEN AS
 (F2). IT SHOULD BE (F1) AT THIS LOCATION.
  
 20) PROVIDE HANDRAIL DETAILS SHOWING COMPLIANCE WITH
 FBC R311.5.6, 311.5.6.1 AND 311.5.6.3.
  
 21) CITY OF WPB AMENDMENTS TO FBC 106.3.3 REQUIRES THE
 DESIGNER OF RECORD FOR THE PROJECT TO REVIEW AND
 APPROVE IN WRITING THE PRODUCT APPROVALS.
  
 22) SPECIFYON THE PRODUCT APPROVAL NOA FOR THE MONIER
 SPANISH "S" CONCRETE TILE, WHICH ONE OF THE METHODS OF
 ATTACHMENTS LISTED WILL BE USED TO INSTALL THE THE
 TILE.
  
 23) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES AND
 DESIGN PRESSURE LISTED IN THE NOA FOR THE GAF BUR
 SYSTEM WILL BE INSTALLED.
  
 24) THE PRODUCT APPROVAL SUBMITTED FOR THE PGT SH-4000
 WINDOWS IS NOT FOR IMPACT RESISTANT WINDOWS AS
 SPECIFIED ON THE PLANS. IT IS ALSO EXPIRED.
  
 25) THE PRODUCT APPROVAL NOA FOR THE PGT HR710 IMPACT
 WINDOW IS EXPIRED. THE CURRENT ONE IS NOA 03-0612.06
 FOR FL 242-R3.
  
 26) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT
 FIXED GLASS WINDOW.
  
 27) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT
 STRUCTURAL WINDOW MULLIONS.
  
 28) PR0VIDE A DETAIL INDICATING HOW THE DECK WILL BE
 WATERPROOFED SO THAT WHEN DECKING IS NAILED THROUGH THE
 ROOF MEMBRANE IT WILL NOT LEAK. ALSO SPECIFY THE
 FLASHING BETWEEN THE DECK AND THE EXTERIORWALL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop E ELECTRICAL
Rev No 6 Status P Date 2008-11-06 Cont ID  
Sent By btrobaug Date 2008-11-05 Time 08:23 Rev Time 0.00
Received By btrobaug Date 2008-11-05 Time 08:05 Sent To PC
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 5 Status P Date 2008-06-17 Cont ID  
Sent By btrobaug Date 2008-06-17 Time 07:45 Rev Time 0.00
Received By btrobaug Date 2008-06-17 Time 07:35 Sent To PC
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 4 Status P Date 2007-09-11 Cont ID  
Sent By btrobaug Date 2007-09-11 Time 11:38 Rev Time 0.00
Received By btrobaug Date   Time   Sent To M
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status F Date 2007-05-21 Cont ID  
Sent By btrobaug Date 2007-05-21 Time 15:23 Rev Time 0.50
Received By btrobaug Date 2007-05-21 Time 14:13 Sent To M
Notes
2007-05-21 15:23:31 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} THE ENGINEER WHOSE NAME APPEARS ON THE TITLE BLOCK
 MUST SIGN, DATE AND SEAL THE DOCUMENT. 61G15-23.002
 FAC.
  
 2} PLEASE LOCATE ALL SERVICE EQUIPMENT ON THE PLAN,
 METER ENCLOSURE, DISCONNECTS AND PANELS, SO THAT
 COMPLIANCE WITH ARTICLES 225 AND 230 CAN BE REVIEWED.
  
 3} SHOW THE LOCATION OF THE A/C EQUIPMENT ON THE PLAN.
 ALSO SHOW COMPLIANCE WITH THE REQUIRED DISCONNECT PER
 440.14,RECEPTACLE PER 210.63.
  
 4} KITCHEN RECEPTACLE SPACING MUST COMPLY WITH
 210.8(A)(6) GFI.
  
 5} BATH CIRCUIT REQUIRED TO HAVE A 20 AMP RECEPTACLE
 PER 210.11(C) (3), LOCATED PER 210.52(D), AND BE GFI
 PROTECTED PER 210.8(A) (1).
  
 6} INDICATE IF THE SERVISE SHOWN ON THE RISER IS
 RELOCATED (NEW) AND PART OF THIS APPLICATION OR IF
 EXISTING.
  
 7} THE 2005 NEC WAS ADOPTED BY THE FLORIDA LEGISLATURE
 EFFECTIVE 8 DECEMBER 2006. THE APPLICATION FOR THIS
 PROJECT WAS AFTER THAT DATE AND THE PLANS ARE SUBJECT
 TO THAT CODE. PLEASENOTE SAME ON PLAN.
  
 8} NOTE #3 INCORRECTLY REFERENCES 210.72, ARTICLE 210
 70 SHOULD BE THE REFERENCE.
  
 9} SEE THE DEFINITION OF "SMOKE DETECTORS" 11.8.2.1
 NFPA-72, CLARIFY IF USING DETECTORS OR ALARMS, TO AVOID
 CONFUSION IN THE FIELD.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
  
  

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-12-12 Cont ID  
Sent By btrobaug Date 2006-12-12 Time 15:55 Rev Time 0.50
Received By btrobaug Date 2006-12-12 Time 14:46 Sent To M
Notes
2006-12-12 15:49:48 
  
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} SHOW THE PHYSICAL LOCATION OF ALL
 SERVICE EQUIPMENT ON THE PLAN SO THAT
 COMPLIANCE WITH 230.70(A)(1) CAN BE
 REVIEWED. THERE ARE REFERENCES TO THE SERVICE BEING
 MOVED, SHOW THAT LOCATION, AND THE LOCATION OF THE
 RELOCATED PANEL.
  
 2} THE RISER INDICATES TWO CONDUCTORS (WRONG SIZE @
 #30) TO THE PANEL.ALSO SEE 250.66 FOR THE CORRECT
 GROUNDING ELECTRODE CONDUCTOR.
  
 PLEASE REMOVE OLD SHEETS, INSERT NEW
 ONES, SUBMIT OLD SHEETS TO EXPEDITE
 REVIEW AND SUBMIT WRITTEN RESPONSE TO
 THE COMMENTS MADE IN THIS REVIEW.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-09-26 Cont ID  
Sent By btrobaug Date 2006-09-26 Time 10:25 Rev Time 1.00
Received By btrobaug Date 2006-09-26 Time 07:31 Sent To M
Notes
2006-09-26 00:00:00 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} SHOW THE PHYSICAL LOCATION OF ALL
 SERVICE EQUIPMENT ON THE PLAN SO THAT
 COMPLIANCE WITH 230.70(A)(1) CAN BE
 REVIEWED.
  
 2} THE EQUIPMENT GROUND RAN FROM THE
 METER TO THE PANEL IS IN VIOLATION OF
 250.6. NOTE THAT THE GROUNDING ELECTRODE
 SYSTEM IS ESTABLISHED AT THE FIRST MEANS
 OF DISCONNECT, ALL EQUIPMENT GROUNDS
 SHALL BE RAN FROM THAT POINT.
  
 3} PROVIDE LOAD CALCULATIONS PER ARTICLE
 220.31 OR STANDARD CALCULATION IF
 REDUCING THE NEUTRAL SIZE.
  
 4} THE RANGE(CIRCUIT #11/13)OVERCURRENT
 SIZE IS TOO LARGE FOR THE CONDUCTOR (#8)
 PER 310.16, AND FOR THE 8KW LOAD.
  
 5} PLEASE SEE THE EXISTING BUILDING CODE
 REQUIRES A SMOKE DETECTOR IN THE
 EXISTING BEDROOM UNDER LEVEL 2
 ALTERATIONS, ARTICLE 604.4.3. THAT
 DETECTOR MUST BE INTERCONNECTED PER
 R313.1.1, IF THE EXEPTIION PROVISION
 EXISTS.
  
 6} THE ENGINEER WHOSE NAME APPEARS ON
 THE TITLE BLOCK MUST SIGN, DATE AND SEAL
 THE DOCUMENT. 61G15-23.002 FAC.
  
 NOTE: THERE ARE NUMEROUS INSTANCES IN
 THE PANEL SCHEDULE INDICATING #12
 CONDUCTORS ON 15 AMP BREAKERS. WHILE
 THIS IS NOT A CODE VIOLATION, IF IT IS
 INDICATED ON THE PLAN IT MUST ACTUALLY
 BE INSTALLED THAT WAY OR THE PLANS
 REVISED TO INDICATE ACTUAL CONDITIONS.
 PLEASE VERIFY.
  
 ONLY TWO SETS OF PLANS ARE REQUIRED FOR
 REVIEW, FOUR WERE SUBMITTED.
  
 PLEASE REMOVE OLD SHEETS, INSERT NEW
 ONES, SUBMIT OLD SHEETS TO EXPEDITE
 REVIEW AND SUBMIT WRITTEN RESPONSE TO
 THE COMMENTS MADE IN THIS REVIEW.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]

Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2008-10-27 Cont ID  
Sent By adarroug Date 2008-10-27 Time 08:28 Rev Time 0.00
Received By adarroug Date 2008-10-27 Time 08:28 Sent To E
Notes
2008-10-27 08:32:06TO "BTROBAUG" DESK/REV

Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2008-06-13 Cont ID  
Sent By adarroug Date 2008-06-13 Time 10:45 Rev Time 0.00
Received By adarroug Date 2008-06-13 Time 10:45 Sent To E
Notes
2008-06-13 10:46:26TO "BTROBAUG" DESK/REV

Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-09-05 Cont ID  
Sent By adarroug Date 2007-09-05 Time 11:48 Rev Time 0.00
Received By adarroug Date 2007-09-05 Time 11:48 Sent To Z
Notes
2007-09-05 11:48:50TO "Z" BOX/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-05-15 Cont ID  
Sent By adarroug Date 2007-05-15 Time 09:23 Rev Time 0.00
Received By adarroug Date 2007-05-15 Time 09:23 Sent To E
Notes
2007-05-15 09:23:26TO "BTROBAUG" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-05-10 Cont ID  
Sent By adarroug Date 2007-05-10 Time 15:59 Rev Time 0.00
Received By adarroug Date 2007-05-10 Time 15:59 Sent To Z
Notes
2007-05-10 15:59:45TO "Z" BOX/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-12-12 Cont ID  
Sent By adarroug Date 2006-12-12 Time 08:17 Rev Time 0.00
Received By adarroug Date 2006-12-12 Time 08:17 Sent To E
Notes
2006-12-12 08:17:39TO "BTROBAUGH" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-12-01 Cont ID  
Sent By adarroug Date 2006-12-01 Time 14:16 Rev Time 0.00
Received By adarroug Date 2006-12-01 Time 14:16 Sent To Z
Notes
2006-12-01 14:16:51TO "Z" BOX/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-09-20 Cont ID  
Sent By adarroug Date 2006-09-20 Time 15:05 Rev Time 0.00
Received By adarroug Date 2006-09-20 Time 15:05 Sent To E
Notes
2006-09-20 00:00:00TO "E" BOX

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-10-16 Cont ID  
Sent By rmcdouga Date 2006-10-16 Time 08:41 Rev Time 0.00
Received By rmcdouga Date 2006-09-11 Time 16:14 Sent To  
Notes
2006-09-11 00:00:00TO "Z" BOX

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-09-11 Cont ID  
Sent By tgordon Date 2007-09-11 Time 15:01 Rev Time 0.30
Received By tgordon Date 2007-09-11 Time 15:01 Sent To P
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2007-05-22 Cont ID  
Sent By tgordon Date 2007-05-22 Time 08:36 Rev Time 0.30
Received By tgordon Date 2007-05-22 Time 08:36 Sent To P
Notes
2007-05-22 08:39:30*** DENIED ***
 1)AS NOTED IN LAST TWO REVIEWS 9-28-06 NOTE #3, AND
 12-13-06 NOTE #3, WHEN RE-DOING THE ENERGY CALCULATIONS
 THEY ALSO NEED TO BE SIGNED BY THE OWNER/AGENT, PER
 2004 FBC 13-600.3.ABC.2.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-12-13 Cont ID  
Sent By tgordon Date 2006-12-13 Time 13:17 Rev Time 0.30
Received By tgordon Date 2006-12-13 Time 13:17 Sent To P
Notes
2006-12-13 13:31:36*** DENIED ***
 1)ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA
 SHALL BEAR THE PRINTED NAME AND
 SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN. PER FBC 104.2.1 .
  
 2) AS NOTED IN LAST REVIEW 9-28-06, THE ENERGY
 CALCULATIONS CAN NOT BE ON
 FORM 600C-04 AS THE ADDITION IS OVER 600
 SQ. FT. PER 2004 FBC 13-600.3.C . PLEASE SUBMIT FORM A
 OR B.
  
 3) AS NOTED IN LAST REVIEW 9-28-06, WHEN RE-DOING THE
 ENERGY CALCULATIONS
 THEY ALSO NEED TO BE SIGNED BY THE
 OWNER/AGENT, PER 2004 FBC 13-600.3.ABC.2
  
 4) AS NOTED IN LAST REVIEW 9-28-06, PLEASE SUBMIT
 MANUAL J CALCULATIONS
 FOR THE WHOLE HOUSE TO JUSTIFY THE NEED
 OF A 5 TON A/C SYSTEM, PER 2004 FBC
 13-607.1.ABC.1 .
  
 6) AS NOTED IN THE LAST REVIEW 9-28-06,SHOW ON THE
 MECHANICAL PLANS THE SIZE OF THE SUPPLY AIR TRUNK LINE
 ON THE FIRST FLOOR FROM THE AHU TO
 THE MIXING BOX.
  
 7) AS NOTED IN THE LAST REVIEW 9-28-06, SHOW ON THE
 MECHANICAL PLANS THE LOCATION OF THE CLOTHES
 DRYER VENT, SEE 2004 FBC/M 501.2 .
  
 8) SEE ATTACHED NOTICE FS 553.80(2)(B)
 REGARDING FOUR TIMES THE FEE.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-09-28 Cont ID  
Sent By tgordon Date 2006-09-28 Time 08:19 Rev Time 1.00
Received By tgordon Date 2006-09-28 Time 08:18 Sent To P
Notes
2006-09-28 00:00:00*** DENIED ***
 1) THE ENGINEER WHOSE NAME APPEARS ON
 THE TITLE BLOCK MUST SIGN, DATE, AND
 SEAL THE MECHANICAL PLANS, PER FAC
 61G15-23.002 .
  
 2) THE ENERGY CALCULATIONS CAN NOT BE ON
 FORM 600C-04 AS THE ADDITION IS OVER 600
 SQ. FT. PER 2004 FBC 13-600.3.C .
  
 3) WHEN RE-DOING THE ENERGY CALCULATIONS
 THEY ALSO NEED TO BE SIGNED BY THE
 OWNER/AGENT, PER 2004 FBC 13-600.3.ABC.2
  
 4) PLEASE SUBMITMANUAL J CALCULATIONS
 FOR THE WHOLE HOUSE TO JUSTIFY THE NEED
 OF A 5 TON A/C SYSTEM, PER 2004 FBC
 13-607.1.ABC.1 .
  
 5) PLEASE SUBMIT MANUAL D CALCULATIONS
 FOR RESIDENTIAL DUCT DESIGN, PER 2004
 FBC/R M1601.1 AND FBC 13-610.1.ABC.1 .
 AS 10" SUPPLY AIR DUCTS APPEAR OVER
 SIZED FOR THE ROOMS.
  
 6) SHOW THE SIZE OF THE SUPPLY AIR TRUNK
 LINE ON THE FIRST FLOOR FROM THE AHU TO
 THE MIXING BOX ON THE MECH. PLANS.
  
 7) SHOW THE LOCATION OF THE CLOTHES
 DRYER VENT ON THE MECH. PLANS, PLEASE
 NOTE CLOTHES DRYER VENT TERMINATION MUST
 BE A MIN. OF 4 FT. FROM A/C CONDENSER
 UNIT, PER 2004 FBC/M 501.2 .
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.

Review Stop P PLUMBING
Rev No 4 Status P Date 2007-09-25 Cont ID  
Sent By jleech Date 2007-09-25 Time 08:41 Rev Time 0.00
Received By jleech Date 2007-09-25 Time 08:41 Sent To B
Notes
***NONE***

Review Stop P PLUMBING
Rev No 3 Status P Date 2007-06-05 Cont ID  
Sent By jleech Date 2007-06-05 Time 07:30 Rev Time 0.00
Received By jleech Date 2007-06-05 Time 07:30 Sent To B
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status P Date 2006-12-27 Cont ID  
Sent By jleech Date 2006-12-27 Time 08:03 Rev Time 0.00
Received By jleech Date 2006-12-27 Time 08:03 Sent To B
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status F Date 2006-10-04 Cont ID  
Sent By jleech Date 2006-10-04 Time 14:27 Rev Time 0.00
Received By jleech Date 2006-10-04 Time 14:27 Sent To B
Notes
2006-10-04 00:00:00DENIED;
 1.SHOW HOW FLAT ROOF DRAINS. PLEASE SHOW
 DRAINS OR SUPPERS, AND SECONDARY DRAINS
 PER CHAPTER 11. SHOW SQUIRE FT. TO BE
 DRAINED.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695

Review Stop Z ZONING
Rev No 4 Status P Date 2007-09-07 Cont ID  
Sent By choops Date 2007-09-07 Time 08:31 Rev Time 0.00
Received By choops Date 2007-09-07 Time 08:31 Sent To E
Notes
2007-09-07 08:36:05PROVISO:AS THIS IS A NONCONFORMING STRUCTURE WITH
 REGARDS TO THE FRONT SETBACK.THE NONCONFORMITY SHALL
 NOT BE INCREASED AND NO NEW NONCONFORMITY SHALL BE
 CREATED. (STRUCTURE MAY NOT BE CLOSER THAN 24' TO THE
 FRONT PROPERTY LINE.NO STRUCTURE (ROOF OVERHANGS)
 SHALL BE CLOSER THAN 22' TO THE FRONT PROPERTY
 LINE...ROOF OVERHANGS ARE ALLOWED TO PROJECT 3' INTO
 THE REQUIRED SETBACK OF 25'.
  
 PROVISO:ANY PROPOSED/MOVED MECHANICAL EQUIPMENT SHALL
 NOT ENCROACH MORE THAN 4' INTO ANY REQUIRED SETBACK.

Review Stop Z ZONING
Rev No 3 Status F Date 2007-05-11 Cont ID  
Sent By choops Date 2007-05-11 Time 16:49 Rev Time 0.00
Received By choops Date 2007-05-11 Time 16:49 Sent To I
Notes
2007-05-11 16:50:55***FAILED***
  
  
 1)PLEASE PROVIDE 2 COPIES OF AN UPDATED SURVEY
 SHOWING THE SCOPE OF WORK, WITH DIMENSION OF PROPOSED
 ADDITION, AND DIMENSIONS FROM PROPERTY LINES TO
 PROPOSED WORK.
  
 2)PREVIOUS COMMENTS ATTACHED STILL APPLY.
  
  
 CHRIS HOOPS
 ZONING TECHNICIAN
 561-805-6720

Review Stop Z ZONING
Rev No 2 Status F Date 2006-12-09 Cont ID  
Sent By mmclean Date 2006-12-09 Time 13:08 Rev Time 0.00
Received By mmclean Date 2006-12-09 Time 13:08 Sent To I
Notes
2006-12-09 13:28:14DENIED,
 1. NOW THAT SURVEYS HAS BEEN SUBMITTED, THE CONCRETE
 DRIVE (CIRCULAR) WILL EXCEED THE ZONING REQUIREMENTS
 FOR LANDSCAPE WITHIN THE FIRST 25FT FRONT SETBACK.
 2. THE TOTAL AMOUNT OF CONCRETE THAT CAN BE PROPOSED IS
 12FT WIDE (300SQ FT).CIRCULAR DRIVEWAY WILL NOT WORK
 WITH THE FRONT SETBACK BEING 24FT.
 3. PLEASE CORRECT SITEPLAN TO REFLECT THE CHANGE IN
 PROPOSED DRIVEWAY.
  
 NOTE: MUST MAINTAIN 1000SQ FT OR 75% OF LANDSCAPE,
 WHICHEVER IS LESS WITHIN THE FIRST 25FT FRONT SETBACK.
  
  
 4. ON SITEPLAN PLEASE SHOW THE 2ND FLOOR OVERHANGE
 WITHIN THE FRONT SETBACK.
  
 NOTE: PLEASE MAKE SURE THAT THE STRUCTURAL INSTRUSION
 SEC 94-305(2) IS FOLLWED.
  
 NOTE. SEPARATE PERMIT MUST BE PULLED FOR
 GATE/FENCE/WALL WITH EASEMENT APPROVAL FROM THE CITY OF
 WEST PALM BEACH UTILITY DEPT.
  
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720
  
  

Review Stop Z ZONING
Rev No 1 Status F Date 2006-09-19 Cont ID  
Sent By mmclean Date 2006-09-19 Time 15:33 Rev Time 0.00
Received By mmclean Date 2006-09-19 Time 15:33 Sent To I
Notes
2006-09-19 00:00:00DENIED,
 1. PLEASE SUBMIT A COPY OF CURRENT
 SURVEY.
 2. THE PROPOSED ADDITION MUST MEET THE
 6FT SEPARATION FROM THE EXISTIING 1
 STORAGE BLDG.
 3. THE REMOVAL OF THE WALL(A1.0) MUST
 MEET THE 6FT SEPARATION FROM THE STORAGE
 BLDG (DISTANCE IS 5.167).
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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