Plan Review Details - Permit 03100381
Plan Review Stops For Permit 03100381
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-08-20 Cont ID  
Sent By lmartine Date 2004-08-20 Time 17:07 Rev Time 6.00
Received By lmartine Date   Time   Sent To  
Notes
2004-08-20 00:00:00APPROVAL OF SITE SPECIFIC FOR ENTRY DOOR
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2004-07-06 Cont ID  
Sent By rmcdouga Date 2004-07-06 Time 13:25 Rev Time 1.00
Received By rmcdouga Date 2004-07-06 Time 13:25 Sent To  
Notes
2004-07-06 00:00:00DENIED
  
 1) FBC 1707.4.3.2 REQUIRES CUSTOM
 EXTERIOR DOOR ASSEMBLIES TO BE TESTED BY
 AN APPROVED TESTING LABORATORY OR BE
 ENGINEERED IN ACCORDANCE WITH ACCEPTED
 ENGINEERING PRACTICES. THE CALCULATIONS
 AND OTHER INFORMATION SUBMITTED IS
 INCORRECT, INCOMPLETE AND INADEQUATE.
 SUBMIT COMPLETE SIGNED AND SEALED
 CALCULATIONS, DRAWINGS, INSTALLATION
 INSTRUCTIONS WITH LIMITATIONS
 FOR THE ENTIRE DOOR AND FRAME ASSEMBLY
 INCLUDING FASTENING REQUIREMENTS FROM
 A FLORIDA LICENSED ENGINEER EXPERIENCED
 IN THIS WORK. GLAZED OPENING IN DOOR IS
 PART OF THE ASSEMBLY.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2004-06-15 Cont ID  
Sent By csiegber Date 2004-07-01 Time 14:16 Rev Time 0.00
Received By rmcdouga Date 2004-06-15 Time 13:26 Sent To  
Notes
2004-06-15 00:00:00SITE SPECIFIC PRODUCT APPROVAL FOR
 CUSTOM FRONT DOOR IS DENIED.
  
 1) PER BUILDING OFFICIAL, SITE SPECIFIC
 PRODUCT APPROVAL REQUIRES A SIGNED,
 SEALED AND DATED LETTER FROM AN ENGINEER
 OR ARCHITECT CERTIFYING THAT THE DOOR
 WAS BUILT TO SPECIFICATIONS AND ANOTHER
 LETTER CERTIFYING THAT THE DOOR HAS BEEN
 INSTALLED PER SPECIFICATIONS.
  
 2) SEE FBC 1707.4.1 DESIGN PRESSURES FOR
 WINDOWS AND DOORS SHALL BE CALCULATED IN
 ACCORDANCE WITH COMPONENT AND CLADDING
 WINDLOADS IN 1606. SEE FBC 1707.4.3.2
 FOR CUSTOM DOORS.
  
 3)SEE FBC 1707.4.3.3 FOR DOOR COMPONENTS
 (HINGES,LOCKSETS).
  
 4) ALL DRAWINGS, CALCULATIONS, ETC. ARE
 REQUIRED TO HAVE THE APPROPRIATE TITLE
 BLOCK AND BE SIGNED, SEALED AND DATED
 PER FS 471 OR 481.
  
 5) SUBMIT THE REQUIRED DETAILS AND SPECS
 FOR FABRICATION OF THE DOOR.(FASTENERS,
 GLUE,ETC.)
  
 6) SUBMIT THE TESTING OR CALCULATIONS
 FOR THE HARDWARE (HINGES AND LOCKSET).
  
 7) INDICATE HOW IMPACT PROTECTION FOR
 GLAZING WILL BE PROVIDED. SEE FBC 1606.1
 .4
  
 ALSO SEE COMMENTS FROM PERMIT # 04010614
 0
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2004-04-06 Cont ID  
Sent By csiegber Date 2004-06-11 Time 16:29 Rev Time 0.00
Received By rmcdouga Date 2004-04-06 Time 08:56 Sent To  
Notes
2004-04-06 00:00:00PRODUCT APPROVAL SUBMITTALS
  
 1) SUBMIT STATE PRODUCT APPROVALS FOR
 THE FRENCH DOORS WITHOUT SIDELITES.
  
 2) THE INFORMATION SUBMITTED FOR THE
 CUSTOM FRONT DOOR IS INCOMPLETE. SUBMIT
 COMPLETED SITE SPECIFIC PRODUCT APPROVAL
 FORM. SUBMIT AN EVALUATION REPORT FROM
 A FLORIDA REGISTERED ARCHITECT OR
 ENGINEER DEVELOPED AND SIGNED AND SEALED
 BASED UPON TESTING OR COMPARATIVE OR
 RATIONAL ANALYSIS OR A COMBINATION THERE
 OF WHICH PROVIDES VERIFIABLE DOCUMENTAT-
 ION INDICATING THE PRODUCT WAS EVALUATED
 TO BE IN COMPLIANCE WITH THE CODE AND
 THAT THE PRODUCT IS AT LEAST EQUIVALENT
 TO THAT REQUIRED BY THE CODE. SUBMIT
 CALCULATIONS, DRAWINGS, ETC. SPECIFY
 LIMITATIONS. SPECIFY POSITIVE AND
 NEGATIVE DESIGN PRESSURES. SEE FAC RULE
 9B-72.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-01-08 Cont ID  
Sent By shill Date 2004-04-05 Time 16:09 Rev Time 0.00
Received By shernand Date   Time   Sent To  
Notes
2004-01-08 00:00:00PASSED PER ROBERT M
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-12-29 Cont ID  
Sent By shill Date 2003-12-29 Time 08:17 Rev Time 0.50
Received By shill Date 2003-12-29 Time 08:17 Sent To  
Notes
2003-12-29 00:00:00***PROVISO***
  
 PASSED PER RM
  
 1.)SUBMIT STATE OR LOCAL PRODUCT
 APPROVAL FOR CUSTOM FRONT DOOR.
  
 2.)SUBMIT STATE OR LOCAL PRODUCT
 APPROVAL FOR IMPACT RATED FRENCH DOORS.
  
 3.)SUBMIT STATE FINAL APPROVAL FOR
 THE CLOPAY GARAGE DOORS (NOW PENDING).
  
 4.)SUBMIT SHOP DRAWINGS FOR THE
 GUARD RAILS PRIOR TO INSTALLATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-12-22 Cont ID  
Sent By mmclean Date 2003-12-24 Time 12:17 Rev Time 4.00
Received By rmcdouga Date 2003-12-22 Time 09:10 Sent To  
Notes
2003-12-22 00:00:00DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SUBMIT RECORDED PLAT OR DOCUMENTATION
 THAT PROPERTY HAS BEEN SUBDIVIDED AND
 RECORDED WITH PALM BEACH COUNTY. PROVIDE
 THE PROPERTY CONTROL NUMBER FOR THE NEW
 LOT WHICH WILL BE ASSIGNED BY PALM BEACH
 COUNTY.
  
 3) THE MEAN ROOF HEIGHT OF THE STRUCTURE
 IS THE VERTICAL DISTANCE FROM GRADE TO A
 POINT AT THE AVERAGE HEIGHT OF THE
 HIGHEST ROOF HAVING A PITCH. THEREFORE,
 THE MEAN ROOF HEIGHT FOR THIS STRUCTURE
 IS MORE THAN 30' AND THE ADJUSTMENT
 COEFFICENT IN TABLE 1606.2D MUST BE USED
 ALONG WITH TABLE 1606.2B FOR DETERMINING
 THE WINDLOAD PRESSURES FOR THE WINDOW &
 DOOR OPENINGS.
  
 4) THE FOOTER DIMENSION ON THESECTIONS
 ON A9 IS INCORRECTLY SPECIFIED AS
 1'5-1/2". IT SHOULD BE 1'4" OR 16".
  
 5) SEVERAL OF THE CONNECTORS SPECIFIED
 IN THE CONNECTOR SCHEDULE ON A6 DO NOT
 MEET THE REQUIRED UPLIFTS THAT ARE
 LISTED ON THE ROOF PLAN.
  
 6) REVISE THE ROOF SHEATHING NAILING
 SCHEDULE ON A6. AN 8D RING SHANK NAIL IS
 REQUIRED IN ZONE 3 FOR M.R.H. OF 25'-35'
 SEE CITY AMENDMENTS TO FBC TABLE 2306.1.
 NOTE: THE OVERHANG AT THE CORNERS OF HIP
 ROOFS ARE ZONE 3.
  
 7) SUBMIT SHOP DRAWINGS FOR GUARDRAILS
 THAT INDICATE THE SPECIFIC MATERIAL,
 ANCHORING METHODS, FASTENERS, ETC. PRIOR
 TO INSTALLING.
  
 8) SUBMIT PRODUCT APPROVALS FOR IMPACT
 RESISTANT FRENCH DOORS WITH SIDELITES,
 CIRCLE TOP FIXED GLASS WINDOWS, FIXED
 GLASS WINDOWS ABOVE THE FRENCH DOORS AND
 STRUCTURAL MULLIONS.
  
 9)SUBMIT THE CITY FORM FOR LOCAL PRODUCT
 APPROVAL FOR THE CLOPAY GARAGE DOORS.
 THE EVALUATION REPORT IS REQUIRED TO BE
 SIGNED AND SEALED BY THE ENGINEER.
  
 10) THE LA FINESTRA PRODUCTS ARE NOT
 LISTED ON THE STATE P.A.WEBSITE. SUBMIT
 A CITY LOCAL PRODUCT APPROVAL FORM
 COMPLETED BY THE MANUFACTURER ALONG WITH
 THE MIAMI DADE NOA.
  
 11) SUBMIT A COVERSHEET FROM STATE WEB
 SITE OR CITY LOCAL PRODUCT APPROVAL FORM
 ALONG WITH MIAMI-DADE NOA FOR THE SINGLE
 OUTSWING OPAQUE STEEL DOOR.
  
 12) SUBMIT CITY LOCAL PRODUCT APPROVAL
 FORM WITH A SIGNED AND SEALED PRODUCT
 EVALUATION REPORT BASED ON TESTING OR
 COMPARATIVE RATIONAL ANALYSIS OR A
 COMBINATION OF BOTH. THE REPORT
 INDICATES THAT THE PRODUCT IS IN
 COMPLIANCE WITH THE INTENT OF THE FBC,
 OR EQUIVALENT TO THAT REQUIRED BY CODE.
 PROOF THAT THE PRODUCT IS MANUFACTURED
 UNDER AN AUDITED QUAILITY ASSURANCE
 PROGRAM. THIS IS REQUIRED FOR THE CUSTOM
 FRONT DOOR. SEE FAC RULE 9B-72.040.
  
 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 FORM PER
 FAC RULE 9B-72. SEE ATTACHED.
 WWW.FLORIDABUILDING.ORG
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-12 Cont ID  
Sent By pkrauss Date 2003-10-22 Time 10:40 Rev Time 4.00
Received By rmcdouga Date 2003-11-12 Time 10:50 Sent To Z
Notes
2003-11-07 00:00:00UNSAT
  
 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) SUBMIT TWO COPIES OF A SURVEY.
 INDICATE THE FLOOD ZONE.
  
 4) PROVIDE DOCUMENTATION THAT LOT HAS
 BEEN SUBDIVIDED RECORDED WITH PALM BEACH
 COUNTY. PROVIDE PROPERTY CONTROL NUMBER
 FOR NEW LOT FROM PBC.
  
 5) PLEASE REVISE THE STRUCTURAL NOTES ON
 A1. THE STRUCTURE IS NOT LOCATED IN A
 HIGH VELOCITY HURRICANE ZONE. WEST PALM
 BEACH IS NOT IN THE HVHZ. THE INTERNAL
 PRESSURE COEFFICENT FOR AN ENCLOSED
 STRUCTURE IS + OR - 0.18. THE BASIC
 PRESSURE OF 68 PSF APPEARS TO BE TOO
 HIGH FOR THIS STRUCTURE. PLEASE SUBMIT
 YOUR CALCULATIONS.
  
 6) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND LISTING INFORMATION FOR THE PREFAB
 FIREPLACE.
  
 7) SPECIFY THE SIZE OF THE ATTIC ACCESS
 OPENINGS ON THE PLAN. FBC 2309.6
  
 8) SPECIFY THE REQUIRED DESIGN PRESSURES
 FOR THE TWO GARAGE DOORS.
  
 9) SUBMIT INFORMATION FROM THE WINDOW
 MANUFACTURER INDICATING THAT THE 3'8" X
 5'4" CASEMENT WINDOWS COMPLY WITH THE
 20" CLEAR OPENING WIDTH REQUIRED FOR
 EGRESS PER FBC 1005.4.4.
  
 10) SPECIFY THE TYPE OF WELD ON THE
 STEEL COLUMN BASE DETAIL ON A2.
  
 11) INDICATE HOW THE WIND PRESSURES FOR
 THE WINDOW AND DOOR OPENINGS WERE
 DETERMINED. SUBMIT CALCULATIONS.
  
 12) ON SHEET A2 THE COLUMN PADS F3 AND
 F5 ARE INCORRECTLY DESIGNATED AS
 MONOLITHIC FOOTINGS IN THE FOOTING
 SCHEDULE.
  
 13) INDICATE ON THE SECTIONS ON A9 THAT
 THE FINISH FLOOR ELEVATION AT HABITABLE
 AREAS IS REQUIRED TO BE 4" ABOVE FINAL
 GRADE AND THE BOTTOM OF THE FOOTER IS
 TO BE A MINIMUM OF 12" BELOW GRADE.
 SEE CITY AMENDMENTS TO FBC 1804.1.7 AND
 FBC 1804.1.3.
  
 14) THE FBC MECH. CODE 303.4 REQUIRES
 THAT APPLIANCES ARE PROTECTED FROM
 DAMAGE BY APPROVED BARRIERS. SPECIFY HOW
 THE GAS WATER HEATER IN THE GARAGE WILL
 BE PROTECTED.
  
 15) PROVIDE A SECTION/DETAIL AT THE WOOD
 FRAME TOWER INDICATING THE INSULATION,
 CEILING TYPE, ALL CONNECTORS, ETC.
  
 16) PROVIDE DETAIL OF THE OPENING FOR
 THE ARCH WINDOWS AT BATH #1 ON THE
 SECOND FLOOR ABOVE THE ENTRY.
  
 17)SPECIFY THE LOCATION AND THE MATERIAL
 FOR THE FLOOR/CEILING DRAFTSTOPPING
 SEPARATING IT INTO AREAS OF NO MORE THAN
 500 SQFT. SEE FBC 2305.2.2.
  
 18)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.
 PLEASE REVISE THE CONNECTOR SCHEDULE ON
 SHEET A6 TO VALUES THAT DO NOT INCLUDE A
 STRESS INCREASE ON THE STEEL CONNECTIONS
 PROVIDE THE VALUES FOR ALL OF THE
 CONNECTORS SPECIFIED.
  
 19) SPECIFY THE CONNECTORS FOR THE
 GIRDERS AT THE MASONRY WALLS. INDICATE
 LOCATIONS WHERE DETAIL 1 ON A6 ARE USED.
  
 20) PROVIDE DETAILS FOR THE DIFFERENT
 CONFIGURATIONS OF STEEL COLUMN CAPS
 SUPPORTING THE STEEL BEAM, CONCRETE BEAM
 AND WOOD GIRDERS. SOME ARE CARRYING
 BEAMS OF DIFFERENT MATERIALS CONVERGING
 FROM DIFFERENT DIRECTIONS.
  
 21) SUBMIT SHOP DRAWINGS FOR GUARDRAILS
 THAT INDICATE THE SPECIFIC MATERIAL,
 ANCHORING METHODS, FASTENERS, ETC.
 SPECIFY THAT INTERMEDIATE RAILS AND
 ORNAMENTAL PATTERN WILL REJECT A 4"
 SPHERE AND BOTTOM RAIL WILL REJECT A 2"
 SPHERE. SEE FBC 1015
  
 22) INDICATE THE DIMENSIONS OF THE
 CANTILEVER BALCONY ON THE PLAN.
  
 23) SPECIFY THE CONNECTORS FOR THE WOOD
 FLOOR TRUSSES.
  
 24) SPECIFY THE FIREBLOCKING AT THE TOP
 AND BOTTOM OF STAIR RUNS ON SHEET A9.
 SEE FBC 2305.1.4.
  
 25) SPECIFY ON A9 THAT THE GUARDRAILS
 FOR THE STAIRS WILL REJECT A 4" SPHERE
 FROM PASSING THROUGH THE INTERMEDIATE
 RAILS AND THE TRIANGULAR OPENING FORMED
 BY THE TREAD, RISER AND BOTTOM OF THE
 GUARDRAIL SHALL REJECT A 6" SPHERE.
 SEE FBC 1015.3. SPECIFY GUARDRAIL
 METHOD OF ATTACHMENT.
  
 26) CORRECT THE TYPO ON THE WALL SECTION
 ON A9. SHOULD BE SCREEN VENT.
  
 27) PROVIDE BUCK DETAILS FOR THE SIDES
 OF THE WINDOWS, DOORS AND GARAGE DOORS.
  
 28)SITE SPECIFIC ENGINEERING IS REQUIRED
 FOR THE CUSTOM FRONT DOOR. SEE THE
 ATTACHED FORM.
  
 29) REVISE THE ATTIC INSULATION R VALUE
 ON THE WALL SECTIONS ON A9 TO AGREE WITH
 THE ENERGY CALCULATIONS WHICH LIST THE
 ATTIC INSULATION AS R-30.
  
 30) REVISE THE CLAY MISSION ROOF TILE
 SPECIFIED ON THE PLAN TO CONCRETE
 MISSION TILE AS INDICATED BY THE PRODUCT
 APPROVAL SUBMITTED.
  
 31) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - FRENCH DOORS WITH SIDELITES
 - GARAGE DOORS
 - METAL RAISED PANEL DOORS
 PRODUCT APPROVALS SUBMITTED AFTER
 OCTOBER 1, 2003 ARE REQUIRED TO COMPLY
 WITH THE FLORIDA PRODUCT APPROVAL SYSTEM
 FOR INFORMATION SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET WHICH LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE PRODUCT APPROVAL, SUBMIT AN
 APPLICATION FOR LOCAL PRODUCT APPROVAL
 PER RULE 9B-72. SEE ATTACHMENT.
  
 32) THE WINDOWS AND DOORS ARE HAVE
 IMPACT RESISTANT GLAZING. THE PRODUCT
 APPROVALS FOR STORM PANELS ARE ONLY
 REQUIRED FOR GLAZING PROTECTION.
  
 33) REFER TO NOTES ON THE PLANS AND
 PLEASE SUBMIT A COPY OF THE REVIEWED
 PLANS ALONG WITH THE REVISED PLANS. THIS
 WILL HELP TO EXPEDITE THE PLAN REVIEW.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-12-24 Cont ID  
Sent By dpalmer Date 2003-12-24 Time 12:10 Rev Time 0.50
Received By dpalmer Date 2003-12-24 Time 12:10 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-12-17 Cont ID  
Sent By dpalmer Date 2003-12-17 Time 16:48 Rev Time 1.00
Received By dpalmer Date 2003-12-17 Time 16:48 Sent To M
Notes
2003-12-17 00:00:00*************** UNSAT **********
  
 1)NOTE: PLEASE SEE THAT 200A PANEL IS
 SHOWING ON PANEL SCHEDULE FEEDING 125A
 PANEL?? PLEASE SHOW OCP FOR SUB FEED
  
 2)NOTE: PLEASE SEE MISSING RECEPT IN
 DEN BATH. 210.52D/ ALSO GFI 210.8
  
 3)NOTE: PLEASE VERIFY GAS APPLIANCES
 STILL SHOWS A 220V FEED?
  
 PLEASE CALL TO GO OVER POSSIBLE PROVISO.
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-20 Cont ID  
Sent By csiegber Date 2003-12-16 Time 10:00 Rev Time 0.75
Received By dpalmer Date 2003-10-20 Time 13:41 Sent To M
Notes
2003-10-20 00:00:00************ UNSAT ********************
  
 1)NOTE: PLEASE SHOW LOCATION OF SERVICE
 ON PLANS. PLANS SHOW BOTH SUB-PANELS.
  
 2)NOTE: PLEASE SHOW/LIST PANEL SCHEDULE
 FOR MCB OUTSIDE. PLEASE SHOW/LIST THE
 OCP FOR BOTH SUB PANELS.
  
 3)NOTE: PLEASE CLARIFY 125A SUB PANEL
 SHOWN ON RISER W/ 2/0'S. THIS SIZE OF
 CONDUCTOR IS PERMITTED HOWEVERTHIS IS
 ABOUT 3X WHAT IS REQD. IF SHOWN AS 2/0
 THEN 2/0 WILL BE REQ'D.
 PLEASE ALSO SEE THAT 125A SUB PANEL IS
 SHOWN AS 42 CIRCUIT. PLEASE SEE THAT
 125A PANELS ARE NOT MADE AS 42 CIRCUIT.
 PLEASE ADJUST.
  
 4)NOTE: PLEASE PROVIDE ROOM DESIGNATIONS
 FOR ALL ROOMS ON PLANS.
  
 5)NOTE: PLEASE SEE THAT WE ARE NOW UNDER
 THE 2002 NEC AND PLANS REF CODES FROM
 99 NEC.
  
 6)NOTE: PLEASE SEE 210.52 FOR A COUPLE
 OF RECEPTS MISSING IN WHAT APPEARS TO BE
 BEDROOMS ON UPPER LEVEL.
  
 7)NOTE: PLEASE SEE 210.52C1, KITCHEN
 COUNTERSPACE RECEPT SPACING. SEE LOCAT-
 -ION ON OUTSIDE WALL. HIGHLIGHTED ON
 ONE SET OF PLANS.
  
 8)NOTE: PLEASE SEE 424.3B FOR SIZING
 OF OCP FOR A/C AHU'S. 125% MIN.
  
 9)NOTE: PLEASE SEE OCP SHOWN FOR DRYER
 . MAX OCP IS TO BE 150%. MIN 125%
 422.13
 10)NOTE: PLEASE VERIFY LOAD FOR ELEC
 OVENS AND LOADS AND OCP FOR GAS APPL
 SHOWN AS 2POLE/ 2200
 PLEASE ALSO SEE OCP SHOWN FOR WATER
 HEATER AT 2P30A AND WATER HEATER IS
 SHOWN AS GAS.
  
 11)NOTE: PLEASE PROVIDE ALL LICENSE #'S
 ON TITLE BLOCK, INCLUDING "FIRM'S #.
 FAC 61G1-16.004/ FS 471
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-07-01 Cont ID  
Sent By csiegber Date 2004-07-01 Time 14:16 Rev Time 0.00
Received By csiegber Date 2004-07-01 Time 14:16 Sent To B
Notes
2004-07-01 00:00:00TO RM DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-06-11 Cont ID  
Sent By csiegber Date 2004-06-11 Time 16:29 Rev Time 0.00
Received By csiegber Date 2004-06-11 Time 16:28 Sent To B
Notes
2004-06-11 00:00:00TO JG DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-05-05 Cont ID  
Sent By csiegber Date 2004-05-05 Time 14:58 Rev Time 0.00
Received By csiegber Date 2004-05-05 Time 14:58 Sent To M
Notes
2004-05-05 00:00:00TO PK BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-04-05 Cont ID  
Sent By shill Date 2004-04-05 Time 16:09 Rev Time 0.00
Received By shill Date 2004-04-05 Time 16:09 Sent To B
Notes
2004-04-05 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-03-31 Cont ID  
Sent By alange Date 2004-03-31 Time 13:24 Rev Time 0.00
Received By alange Date 2004-03-31 Time 13:24 Sent To B
Notes
2004-03-31 00:00:00TO SH DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-12-16 Cont ID  
Sent By csiegber Date 2003-12-16 Time 09:59 Rev Time 0.00
Received By csiegber Date 2003-12-16 Time 09:59 Sent To E
Notes
2003-12-16 00:00:00TO DP DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-12-24 Cont ID  
Sent By csiegber Date 2004-05-05 Time 15:00 Rev Time 0.00
Received By csiegber Date 2003-10-07 Time 09:30 Sent To  
Notes
2003-10-07 00:00:00TO SFD RACK/E-NOTE ASKING TO SEND TO Z
 LAST DEE
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-05-11 Cont ID  
Sent By pkrauss Date 2004-05-11 Time 11:32 Rev Time 0.35
Received By pkrauss Date 2004-05-11 Time 11:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-12-18 Cont ID  
Sent By csiegber Date 2004-05-05 Time 14:58 Rev Time 0.40
Received By pkrauss Date 2003-12-18 Time 06:30 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-10-22 Cont ID  
Sent By dpalmer Date 2003-12-17 Time 16:48 Rev Time 0.33
Received By pkrauss Date 2003-10-22 Time 10:37 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-10-14 Cont ID  
Sent By pkrauss Date 2003-10-22 Time 10:40 Rev Time 0.33
Received By jleech Date 2003-10-14 Time 17:01 Sent To E
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-12-24 Cont ID  
Sent By rmcdouga Date 2003-11-12 Time 13:42 Rev Time 0.00
Received By mmclean Date 2003-12-24 Time 12:16 Sent To B
Notes
2003-12-24 00:00:00OK PER GRACE JOYCE PASS PLANNING BOARD
 & CITY COMMISSION MEETING GIVEN TO
 ROBERT MCDOUGAL MM


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