Plan Review Details - Permit 06011232
Plan Review Stops For Permit 06011232
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2008-02-06 Cont ID  
Sent By kconrad Date 2008-02-06 Time 17:47 Rev Time 0.00
Received By kconrad Date 2008-02-06 Time 15:45 Sent To  
Notes
2008-02-06 17:49:37SHEET "AM" REVISED. SHEET A-3 REPLACES SHEET "AM".
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2007-10-17 Cont ID  
Sent By kconrad Date 2007-10-17 Time 19:02 Rev Time 0.00
Received By kconrad Date 2007-10-11 Time 18:15 Sent To I
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2007-08-06 Cont ID  
Sent By kconrad Date 2007-08-06 Time 19:55 Rev Time 0.00
Received By kconrad Date 2007-08-06 Time 3:45 Sent To I
Notes
2007-08-06 19:46:41PROJECT: 5555 GARDEN AVENUE/PERMIT#06011232
  
 PROJECT SCOPE: LEVEL 2 ALTERATION/REVISIONS
  
 PLAN REVIEW: 2004 FLORIDA EXISTING BUILDING CODE W/2006
 REVISIONS
 CITY OF WPB ADMINISTRATIVE
 ADMENDMENTS/2004
 2004 FLORIDA RESIDENTIAL
 CODE
  
 STATUS: DENIED
  
 COMMENTS:
  
  
 1) THE RAISED SEAL SHALL BE PLACED WITHIN THE TITLE
 BLOCK:
  
 61G1-16.004 TITLE BLOCK.
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS. THE TITLE BLOCK
 MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING
 THE DOCUMENT.
 SPECIFIC AUTHORITY 481.2055 FS. LAW IMPLEMENTED
 481.203(6), 481.203(8), 481.2131(1),
 481.219(3),(4),(5), 481.221, 481.225(1)(E),(G),
 481.2251(1)(H) FS. HISTORY?
 NEW 9-7-00.
  
 2)601.2ALTERATION LEVEL 1 COMPLIANCE.
 IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, ALL
 WORK SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 5.
  
 3) 601.3COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE.
 EXCEPTIONS:
 1. OPERABLE WINDOWS MAY BE ADDED WITHOUT REQUIRING
 COMPLIANCE WITH THE LIGHT, ENERGY AND VENTILATION
 REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING.
 2. NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY
 WITH THE REQUIREMENTS OF SECTION 608.
 3. DEAD-END CORRIDORS IN NEWLY CONSTRUCTED SPACES NEED
 ONLY COMPLY WITH THE PROVISIONS OF SECTION 605.6.
 4. THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED
 HABITABLE AND OCCUPIABLE SPACES AND CORRIDORS IN ONE-
 AND TWO-FAMILY DWELLINGS SHALL BE 7 FEET (2134 MM).
  
 4) R311.5.2 HEADROOM.
 THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL
 NOT BE LESS THAN 6 FEET 8 INCHES (2036 MM) MEASURED
 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD
 NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR
 PLATFORM.
  
 5) R311.5.5 STAIRWAY WALKING SURFACE.
 THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS
 SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48
 INCHES HORIZONTAL (2-PERCENT SLOPE).
  
 6) HANDRAILS SHALL CONFORM TO THE FOLLOWING:
  
 R311.5.6.2 CONTINUITY.
 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE
 FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE
 THE TOP NOSING EDGE OF THE FLIGHT TO A POINT DIRECTLY
 ABOVE THE LOWEST NOSING EDGE OF THE FLIGHT. HANDRAIL
 ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL
 POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL
 SHALL HAVE A SPACE OF NOT LESS THAN 1? INCH (38 MM)
 BETWEEN THE WALL AND THE HANDRAILS.
 EXCEPTIONS:
 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A
 NEWEL POST AT THE TURN AND AT THE TOP OF THE FLIGHT.
 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR
 NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD.
 R311.5.6.3 HANDRAIL GRIP SIZE.
 ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING
 TYPES OR PROVIDE EQUIVALENT GRASPABILITY.
 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION
 SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1? INCHES
 (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE
 HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER
 DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER
 THAN 6? INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF
 DIMENSION OF 2? INCHES (57 MM).
 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6?
 INCHES (160 MM) SHALL PROVIDE A GRASPABLE FINGER RECESS
 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS
 SHALL BEGIN WITHIN A DISTANCE OF ? INCH (19 MM)
 MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE
 PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8
 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF
 THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT
 LEAST 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN
 1? INCHES (45 MM) BELOW THE TALLEST PORTION OF THE
 PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE
 RECESS SHALL BE 1? INCHES (32 MM) TO A MAXIMUM OF 2?
 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF
 0.01 INCHES (0.25 MM).
  
 7)SMOKE ALARMS SHALL BE INSTALLED AS PER THE
 FOLLOWING:
  
 R313.1.1 ALTERATIONS, REPAIRS AND ADDITIONS. WHEN
 INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A
 PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE
 ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL
 DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS
 LOCATED AS REQUIRED FOR NEW DWELLINGS; THE SMOKE ALARMS
 SHALL BE INTERCONNECTED AND HARD WIRED. EXCEPTIONS:
 1. SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED
 TO BE INTERCONNECTED AND HARD WIRED WHERE THE
 ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF
 INTERIOR WALL OR CEILING FINISHES EXPOSING THE
 STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE, OR
 BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD
 WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF
 INTERIOR FINISHES.
 2. REPAIRS TO THE EXTERIOR SURFACES OF DWELLINGS ARE
 EXEMPT FROM THE REQUIREMENTS OF THIS SECTION.
  
 8) PLEASE PROVIDE FIRESTOP SYSTEM DETAILS FOR ANY RATED
 WALL/FLOOR/CEILING THROUGH PENETRATION:
  
 R317.3.1.2 PENETRATION FIRESTOP SYSTEM. PENETRATIONS
 SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP
 SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E
 814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE
 DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AND SHALL
 HAVE AN F RATING OF NOT LESS THAN THE REQUIRED
 FIRE-RESISTANCE RATING OF THE WALL OR FLOOR/CEILING
 ASSEMBLY
 PENETRATED.
  
 9) NEW STRUCTURAL MEMBERS SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE:
  
 607.3NEW STRUCTURAL MEMBERS.
 NEW STRUCTURAL MEMBERS IN ALTERATIONS, INCLUDING
 CONNECTIONS AND ANCHORAGE, SHALL COMPLY WITH THE
 FLORIDA BUILDING CODE, BUILDING.
  
 10) PLEASE SATISFY ITEMS #1 AND #4 FROM THE PREVIOUS
 BUILDING PLAN REVIEW.
  
 PLAN REVIEW: KEN CONRAD
 PHONE: 561.805.6666
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2007-06-13 Cont ID  
Sent By btrobaug Date 2007-06-18 Time 16:27 Rev Time 0.00
Received By amorse Date 2007-06-13 Time 17:06 Sent To M
Notes
2007-06-13 17:24:38 
  
 DENIED
  
 1)THE CLAIMED VALUATION ON THE PERMIT APPLICATION IS
 LOW. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS
 AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT COST
 EXCLUDING LAND VALUE. OUR VALUATION REFERENCE IS ICC
 (BVD), MARSHALL-SWIFT AND MEANS COST ANALYSIS SERVICES
 PER 108.3 FBC*. SCOPE OF WORK FROM ORIGINAL PERMIT HAS
 INCREASED PLEASE ADJUST PERMIT VALUE ACCORDINGLY
  
 2)IN AN EXISTING BUILDING A DESIGN PROFESSIONAL MUST
 ELECT THE LEVEL OF ALTERATION PER 301.5 OF EXISTING
 BUILDING CODE AND STATE ALONG WITH THE TYPE OF
 CONSTRUCTION ON THE DRAWINGS. ORIGINAL PERMIT SET WAS A
 LEVEL ONE ALTERATION AT THIS STAGE THE SCOPE OF WORK
 SHALL BE AT MIN A LEVEL TWO AND IF OVER 50% A LEVEL
 THREE.
  
 3)SUBMIT TWO COPIES OF ENERGY CALC'S PER 13-101.2.2
 FBC. BE SURE THAT THEY ARE SIGNED AND
 DATED BY PREPARER AND OWNER/AGENT PRIOR
 TO SUBMITTAL
  
 4) AS ON ORIGINAL PERMIT SET PROVIDE WIND DESIGN DATA
 ON DRAWINGS PER
 1603.1.4 FBC THIS INFORMATION IS REQUIRED TO COVER THE
 STRUCTURAL WORK PERFORMED ON EXTERIOR WALLS PER S/1
 THROUGH S/5 OF STRUCTURAL DRAWINGS
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-03-29 Cont ID  
Sent By btrobaug Date 2007-06-12 Time 13:45 Rev Time 0.00
Received By amorse Date 2007-03-29 Time 16:49 Sent To PC
Notes
2007-03-29 16:55:16 
  
 DENIED REVISION
  
 ENGINEERING BUSINESS LICENSE IS IN "DELINQUENT" STATUS
 IN THE STATE OF FLORIDA
  
 PASSED ON 03/31/07 WHEN ENGINEERS BUSINESS LICENSE WAS
 UPDATED TO CURRENT STATUS
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-03-26 Cont ID  
Sent By amorse Date 2007-03-26 Time 16:25 Rev Time 0.00
Received By amorse Date 2007-03-26 Time 16:25 Sent To PC
Notes
2007-03-26 16:39:36 
 DENIED
  
 1) AN ENGINEER PRACTICING THROUGH A DULYAUTHORIZED
 ENGINEERING BUSINESS SHALL INDICATE THEIR NAME AND
 LICENCE #, AS WELL AS THE NAME,ADDRESS AND CERTIFICATE
 OF AUTHORIZATION #ON EACH SHEET PER 61G15-23.002 (2)
 FAC
  
 2) THERE IS NO PRODUCT APPROVAL OR LISTING ON SIMPSON
 TIE WEB SITE FOR BEAM/COLUMN CONNECTOR LCE4. PROVIDE
 CORRECT CONNECTOR.
  
 3) THE CLAIMED VALUATION ON THE PERMIT APPLICATION IS
 LOW. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS
 AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT COST
 EXCLUDING LAND VALUE. OUR VALUATION REFERENCE IS ICC
 (BVD), MARSHALL-SWIFT AND MEANS COST ANALYSIS SERVICES
 PER 108.3 FBC*
  
 4) PROVIDE UPDATED COPY OF LIABILITY INSURANCE
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2006-07-12 Cont ID  
Sent By amorse Date 2006-07-12 Time 14:15 Rev Time 0.50
Received By amorse Date 2006-07-12 Time 14:15 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-03-15 Cont ID  
Sent By amorse Date 2006-03-15 Time 07:05 Rev Time 1.00
Received By amorse Date 2006-03-14 Time 16:01 Sent To PC
Notes
2006-03-15 00:00:00 
  
 DENIED
  
 1) ENGINEER IS USING OUTDATED SEAL. NEW
 SEAL IS TO BE USED AFTER JAN.1, 2006 PER
 RULE 61G15-23.001(1), FAC
  
 2) BY SIGNING AND SEALING THESE DRAWING
 THE ENGINEER IS TAKING RESPONSABILITY
 FOR THEM. THEIR IS NO STRUCTURAL
 THEREFORE REMOVE NOTE #10 FROM DRAWING
  
 3) DWELLING UNITS SHALL BE SEPERATED BY
 A 1-HOUR FIRE RESISTIVE RATING PER R317
 FBC. PROVIDE DETAIL FOR CEILING AND
 STAIRWELL WALLS
  
 4) BATHROOM DOORS SHALL MEET
 ACCESSABILITY REQUIREMENTS PER R322 FBC
  
 5) SMOKE ALARMS ARE REQUIRED AT TOP AND
 BOTTOM OF STAIRS SEE THIS AND OTHER RED
 LINES ON ELECTRICAL DRAWING
  
 NOTE: FBC = FLORIDA BUILDING CODE 2004
 FBC* = WEST PALM BEACH
 ADMINISTATIVE AMMENDMENTS TO FBC
 FAC = FLORIDA ADMINISTRATIVE CODE
  
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-10-04 Cont ID  
Sent By btrobaug Date 2007-10-04 Time 17:15 Rev Time 0.00
Received By btrobaug Date 2007-10-04 Time 16:34 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-07-25 Cont ID  
Sent By btrobaug Date 2007-07-25 Time 15:45 Rev Time 0.00
Received By btrobaug Date 2007-07-25 Time 12:41 Sent To P
Notes
2007-07-25 15:44:57 
  
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW
  
 1} 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). NONE ARE IN THE PANEL
 SCHEDULES.SAME AS PREVIOUS REVIEW COMMENT.
  
 2} } PROVIDE A PANEL SCHEDULE PER 408.4. INCLUDE OCP
 AND CONDUCTOR SIZES. PLEASE SEE NEW VERBAGE FOR 2005
 NEC: "THE IDENTIFICATION SHALL INCLUDE SUFFICIENT
 DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM
 ALL OTHERS." GENERAL LIGHTING" DOES NOT MEET THE
 INTENT.
  
 3} PER 240.24(D),.OVERCURRENT DEVICES SHALL NOT BE
 LOCATED IN THE VICINITY OF EASILY IGNITIBLE MATERIAL,
 SUCH AS IN CLOTHES CLOSETS. THE AHU DISCONNECT LOCATED
 IN THE CLOSET ON THE FIRST FLOOR, OR THE UNIT ITSELF
 HAVING OCP INSTALLED INTERNALLY, WOULD BE A
 VIOLATION.THIS COMMENT WAS ALSO IN THE PREVIOUS
 REVIEW.
  
 4} PANEL "A" DOES NOT MEET THE 3' CLEARANCE REQUIREMENT
 OF 110.26. SAME COMMENT AS PREVIOUS REVIEW.
  
 5}A RECEPTACLE IS REQUIRED ON THE 1' COUNTERTOP NEXT
 TO THE RANGE, FIRST FLOOR. 210.52(C)(1). SAME AS
 PREVIOUS REVIEW.
  
 SEE FS 553.80()(B), ATTACHED.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
 FAX/:561/805-6676
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2007-06-18 Cont ID  
Sent By btrobaug Date 2007-06-06 Time 08:25 Rev Time 0.25
Received By btrobaug Date 2007-06-06 Time 07:59 Sent To B
Notes
2007-06-18 15:36:29 
  
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW
  
 1} 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). NONE ARE IN THE PANEL
 SCHEDULES.
  
 2}PER 110.9 AND 110.10: OBTAIN THE
 AVAILABLE FAULT CURRENT AT THE UTILITY
 AND CALCULATE THE SAME AT THE EQUIPMENT.
 INDICATE THE AIC RATING FOR THE
 EQUIPMENT IS EQUAL TO OR GREATER THAN
 THE AVAILABLE FAULT.
  
 3} PER 240.24(D),.OVERCURRENT DEVICES SHALL NOT BE
 LOCATED IN THE VICINITY OF EASILY IGNITIBLE MATERIAL,
 SUCH AS IN CLOTHES CLOSETS. THE AHU DISCONNECT LOCATED
 IN THE CLOSET ON THE FIRST FLOOR, OR THE UNIT ITSELF
 HAVING OCP INSTALLED INTERNALLY, WOULD BE A VIOLATION.
  
 4} PANEL "A" DOES NOT MEET THE 3' CLEARANCE REQUIREMENT
 OF 110.26.
  
 5}A RECEPTACLE IS REQUIRED ON THE 1' COUNTERTOP NEXT
 TO THE RANGE, FIRST FLOOR. 210.52(C)(1).
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
 FAX/:561/805-6676
2007-06-06 08:24:48 
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2006-07-11 Cont ID  
Sent By btrobaug Date 2006-07-11 Time 18:01 Rev Time 0.50
Received By btrobaug Date 2006-07-11 Time 17:36 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-02-14 Cont ID  
Sent By btrobaug Date 2006-02-14 Time 10:13 Rev Time 0.50
Received By btrobaug Date 2006-02-14 Time 06:49 Sent To P
Notes
2006-02-14 00:00:00 
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} PLEASE SUBMIT A RISER DIAGRAM
 INDICATING THE SERVICE RATING, ALSO SHOW
 GOUNDING PER 250.66 AND250.52.
  
 2} THE LOAD CALCULATION MUST BE DONE PER
 220 PART II OR 220.31(B)OPTIONAL WITH
 EXISTING A/C.
  
 3} PLEASE SEE 210.52(E) AND 210.63 FOR
 OUTSIDE RECEPTACLE REQUIREMENTS.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2008-01-31 Cont ID  
Sent By adarroug Date 2008-01-31 Time 16:47 Rev Time 0.00
Received By adarroug Date 2008-01-31 Time 16:47 Sent To M
Notes
2008-01-31 16:47:58TO "M" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-10-03 Cont ID  
Sent By adarroug Date 2007-10-03 Time 14:39 Rev Time 0.00
Received By adarroug Date 2007-10-03 Time 14:39 Sent To E
Notes
2007-10-03 14:39:54TO "BTROBAUG" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-07-20 Cont ID  
Sent By adarroug Date 2007-07-20 Time 15:39 Rev Time 0.00
Received By adarroug Date 2007-07-20 Time 15:39 Sent To E
Notes
2007-07-20 15:40:09TO "BTROBAUG" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-05-24 Cont ID  
Sent By adarroug Date 2007-05-24 Time 10:51 Rev Time 0.00
Received By adarroug Date 2007-05-24 Time 10:51 Sent To E
Notes
2007-05-24 10:51:48TO "BTROBAUG" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-28 Cont ID  
Sent By spalmer Date 2007-03-28 Time 18:06 Rev Time 0.00
Received By spalmer Date 2007-03-28 Time 18:06 Sent To B
Notes
2007-03-28 18:06:59TO ADRIAN MORSE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-05 Cont ID  
Sent By adarroug Date 2007-03-05 Time 16:26 Rev Time 0.00
Received By adarroug Date 2007-03-05 Time 16:26 Sent To B
Notes
2007-03-05 16:27:00TO "LMARTINEZ" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-06-27 Cont ID  
Sent By adarroug Date 2006-06-27 Time 14:46 Rev Time 0.00
Received By adarroug Date 2006-06-27 Time 14:46 Sent To E
Notes
2006-06-27 00:00:00TO "E" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-03-15 Cont ID  
Sent By amorse Date 2006-03-15 Time 07:05 Rev Time 0.00
Received By amorse Date 2006-01-31 Time 16:31 Sent To  
Notes
2006-01-31 00:00:00TO "E" BOX
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2008-02-01 Cont ID  
Sent By tgordon Date 2008-02-01 Time 09:12 Rev Time 0.30
Received By tgordon Date 2008-02-01 Time 09:12 Sent To B
Notes
2008-02-01 09:14:00MECHANICAL REVISION TO PLAN A-3 (PLAN A-3 IS TO REPLACE
 PLAN AM-1).
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-10-11 Cont ID  
Sent By tgordon Date 2007-10-11 Time 08:29 Rev Time 0.30
Received By tgordon Date 2007-10-11 Time 08:29 Sent To B
Notes
2007-10-11 08:30:29REVISION TO MECH. PLANS.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-08-06 Cont ID  
Sent By tgordon Date 2007-08-06 Time 09:16 Rev Time 0.30
Received By tgordon Date 2007-08-06 Time 09:16 Sent To B
Notes
2007-08-06 09:24:45*** PROVISO ***
 1) EXTERIOR WALL INSULATION MAY BE R-11 AS LONG AS
 WALLS ARE 2X4, IF WALLS ARE 2X6 THEN R-19 MUST BE USED,
 PER 2004 FBC 13-602.1.C.1.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2007-06-08 Cont ID  
Sent By tgordon Date 2007-06-08 Time 14:49 Rev Time 0.30
Received By tgordon Date 2007-06-08 Time 14:49 Sent To E
Notes
2007-06-08 14:56:05MECHANICAL PLANS NEED TO BE SUBMITTED WITH MECHANICAL
 PERMIT APPLICATION.
  
 1) PLEASE SHOW CFM'S AT ALL SUPPLY AIR GRILLS.
  
 2) PLEASE SHOW MAKE AND MODEL NUMBERS OF EXISTING A/C
 EQUIPMENT ON MECH. PLAN.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2006-02-16 Cont ID  
Sent By tgordon Date 2006-02-16 Time 08:05 Rev Time 0.15
Received By tgordon Date 2006-02-16 Time 08:05 Sent To B
Notes
2006-02-16 00:00:00NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop P PLUMBING
Rev No 4 Status N Date 2007-08-03 Cont ID  
Sent By mperson Date 2007-08-03 Time 14:24 Rev Time 0.33
Received By mperson Date 2007-08-03 Time 14:24 Sent To M
Notes
2007-08-03 14:30:59NOTE: THE SUBMITTED REVISION IS INDICATING NO CHANGES
 IN THE PLUMBING LAYOUT FROM THE APPROVED STAND ALONE
 SANITARY ISOMETRIC RISER DIAGRAM.
  
 REVIEW BY MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL= [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-05-09 Cont ID  
Sent By pschmitz Date 2007-05-09 Time 11:32 Rev Time 0.00
Received By pschmitz Date 2007-05-09 Time 11:32 Sent To  
Notes
2007-05-09 11:34:23PLUMBING ISOMETRIC
 PROVISO:
 3" WASHING MACHINE, WASTE STACK.
Review Stop P PLUMBING
Rev No 2 Status N Date 2006-07-12 Cont ID  
Sent By mperson Date 2006-07-12 Time 09:58 Rev Time 0.15
Received By mperson Date 2006-07-12 Time 09:58 Sent To B
Notes
2006-07-12 00:00:00NOTE: EXACT FIXTURE CHANGE OUT, NEW
 SHEETS
Review Stop P PLUMBING
Rev No 1 Status N Date 2006-02-15 Cont ID  
Sent By mperson Date 2006-02-15 Time 16:37 Rev Time 0.33
Received By mperson Date 2006-02-15 Time 16:37 Sent To M
Notes
2006-02-15 00:00:00NOTE: FIXTURE CHANGE OUT SAME LOCATION


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