Plan Review Details - Permit 03080883
Plan Review Stops For Permit 03080883
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status   Date   Cont ID  
Sent By kstevens Date 2004-05-11 Time 13:15 Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-04-13 Cont ID  
Sent By kstevens Date 2004-04-17 Time 06:09 Rev Time 0.50
Received By jgomez Date 2004-04-13 Time 17:25 Sent To E
Notes
2004-04-13 00:00:00BUILDING REVIEW PROVISO:
 1-PROVIDE COMPLETE FRAMING DETAILS FOR
 NEW SINGLE HUNG WINDOWS ATTACHED TO
 FRENCH DOORS AT FAMILY AREA. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC.
  
 **NOTE:
 PROVIDE THIS INFORMATION PRIOR TO
 INSPECTION TO AVOID CONFLICTOR DELAY
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-12-11 Cont ID  
Sent By jgomez Date 2003-12-11 Time 13:35 Rev Time 2.00
Received By jgomez Date 2003-12-11 Time 13:34 Sent To  
Notes
2003-12-11 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-ENGINEER OF RECORD TO SIGN, SEAL AND
 DATE ALL DRAWINGS THAT HAVE STRUCTURAL
 NOTES & STRUCTURAL DETAILS. RESUBMIT
 2 COPIES WITH ENGINEER'S SEAL AND
 HIS COMPLETE INFORMATION AS REQ'D BY
 CHAPTER 471 FLORIDA STATUTES.
 2-REVISE SURVEY TO MATCH DIMENSIONS ON
 REVISED PLANS.
 3-REVISE ENERGY CALCULATIONS. A/C AREA
 TO MATCH REVISED PLANS.
 4-MAKE SURE EGRESS WINDOW ON BERDROOM
 #3 HAS 24" MIN. CLEAR HEIGHT OPENING
 AND WINDOW SILL IS NOT MORE THAN 44"
 AS REQ'D BY SEC. 1005.4 FBC 2001.
 5-CLARIFY DESIGN CRITERIA ON SHEET S-2.
 NEED TO INCLUDE 10PSF LIVE LOAD FOR
 ATTIC WITHOUT STORAGE AS REQUIRED BY
 TABLE 1604.1 FBC 2001.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-10-21 Cont ID  
Sent By csiegber Date 2003-12-05 Time 16:46 Rev Time 2.50
Received By jgomez Date 2003-10-21 Time 12:05 Sent To PC
Notes
2003-10-21 00:00:00THIRD CHECKLIST:
 1-SHEET S-2: A)UPDATE TRUSS ANCHOR
 SCHEDULE TO COMPLY WITH SEC. 1609.4.3
 FBC 2001. WHICH DOESN'T ALLOW STEEL
 STRESS TO BE INCREASED.
 B)AVERAGE ULTIMATE LOAD OF CONNECTORS
 SHOULD NOT BE USED FOR DESIGN. REVISE.
 C)REVISE ROOF LOADING AS REQUIRED. SEE
 TABLE 1606.1 FBC 2001. NEED TO INCLUDE
 ATTIC LIVE LOADS.
 D)REVISE FASTENERS FOR CONNECTOR SIMPSON
 CC44. IT'S TO BE USED WITH BOLTS, NOT
 WITH NAILS. SEE CATALOGUE.
 E)NEED TO KEY ALL CONNECTORS ON SECOND
 FLOOR FRAMING PLAN AND ROOF FRAMING
 PLAN. THERE ARE SOME CONNECTIONS THAT
 HAVE NO CONNECTORS SPECIFIED.
 F)UPLIFT VALUES GIVEN ON THE ANCHOR
 SCHEDULE ARE NOT CORRECT. SEE USP AND
 SIMSPN CATALOGUE AND REVISE AS REQ'D.
 SEE COMMENTS ON PLANS.
 G)SHOW ON SECOND FLOOR FRAMING PLAN THE
 BEAMS REFERENCED ON THE BEAM SCHEDULE
 ON SHEET S-1. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
  
 2-SHEET S-3: A)REVISE TRUSS CONNECTORS
 AS REQUIRED. SEE COMMENTS.
  
 2-CLARIFY WHY WINDOW D WAS DELETED FROM
 WINDOW SCHEDULE, BUT STILL SHOWN ON
 THE EXTERIOR ELEVATIONS.
 3-SPECIFY DRAFSTOPPING MATERIAL AND LOCA
 TION ON 2ND FL. FRAMING PLAN. SEE SEC.
 2305.2.2 FBC 2001. **NOTE:FIREBLOCKING
 IS NOT THE SAME AS DRAFTSTOPPING.
 4-RESUBMIT PRODUCT APPROVAL FOR GARAGE
 DOOR THAT MEETS THE DESIGN PRESSURES
 CALCULATED ON THIS PROJECT.
 5-SHEET S-1: CLARIFY CONNECTOR SIMPSON
 CC4 SPECIFY ON PLAN. SEE COMMENTS.
 IT DOESN'T WORK ON SUCH LOCATION.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 6-CLARIFY/UPDATE/REVISE TRUSS ANCHOR
 SCHEDULE TO BE USED: SEE SHEET A-7 AND
 S-2 AND REVISE AS REQUIRED.
 7-REMAINDER: ARCHITECT TO INCLUDE HIS
 LICENSE NUMBER AND ALL INFORMATION AS
 REQ'D BY CHAPTER 481 FLORIDA STATUTES
 WHEN SUBMITTING INFORMATION FOR
 PUBLIC RECORDS.
 8-RE-SUBMITTAL FEES WILL BE CHARGED FOR
 MULTIPLE REVIEWS AT RE-SUBMITTAL TIME.
  
  
 IF ARCHITECT HAS ANY QUESTIONS REGARDING
 THE REVIEW COMMENTS, PLEASE CALL JULIO
 GOMEZ AT 805-6712.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-10-08 Cont ID  
Sent By csiegber Date 2003-10-17 Time 13:24 Rev Time 3.00
Received By jgomez Date 2003-10-07 Time 15:59 Sent To PC
Notes
2003-10-07 00:00:00SECOND CHECKLIST:
 1-MISSING SECOND FLOOR PLAN AS REQUESTED
 ON FIRST REVIEW. SECTION 104.3.1.1 OF
 CITY AMENDMENTS TO FBC 2001.
 2-SURVEY IS MISSING FROM PACKAGE.
 3-CLARIFY WHY WAS WINDOW D DELETED FROM
 WINDOW SCHEDULE, BUT STILL SHOWN ON
 EXTERIOR ELEVATIONS.
 4-PROVIDE COMPLETE SECTION/DETAIL WITH
 COMPLETE SPECS FOR BALCONIES & MASTER
 TERRACE. SECTION 104.2.1.2 OF THE CITY
 AMENDMENTS TO FBC 2001. INCLUDE GUARD-
 RAIL DESIGN. SEE SEC. 1015 FBC FOR
 BOTTOM RAIL.
 5-DESIGN PRESSURES FOR DOORS AND WINDOWS
 SHOWN ON PLANS DON'T REFLECT ANY OF
 THOSE SHOWN ON TABLES OF SEC. 1606 IF
 THE DESIGN CRITERIA IS FBC 2001.
 CLARIFY HOW ARE THESE DESIGN PRESSURES
 CALCULATED. EVEN THE DESIGN PRESSURES
 SHOWN ON THE SAME PLANE SHOW SOME
 DISCREPANCIES ACCORDING TO SIZE AND
 LOCATION. SEC. 104.2.1.2 AMENDMENTS TO
 FBC 2001.
 6-TWO STORY WALL SECTION: A)DOESN'T SHOW
 LOAD CONTINUITY FROM ROOF TO FOOTING.
 IT DOESN'T SHOW HOW WOOD FRAMED WALL
 IS ATTACHED TO FLOOR TRUSS & TO BOND
 BEAM.
 B)BOND BEAM IS NOT SPECIFIED.
 C)SPECIFY LOCATION OF STRONG-WALL
 SHEARWALLS. ALSO, DRAWINGS IS SHOWING
 ROD, NOT THIS TYPE OF CONNECTION.
 D)CLARIFY NAILING OF SP6.
 E)SEE PLANS FOR COMMENTS AND RETURN
 REDLINED DRAWINGS TO EXPEDITE REVIEW.
  
 7-ONE STORY WALL SECTION: REVISE USP
 CONNECTOR TO COMPLY WITH SEC. 1609.4.3
 FBC 2001. STEEL STREES INCREASE IS NOT
 ALLOWED. INFORMATION GIVEN ABOUT 133%
 AND 160% IS INCORRECT. THIS IS WHAT IS
 NOT ALLOWED.
 8-ARCHITECT TO SPECIFY THE FIREBLOCKING
 MATERIAL. ALSO, PROVIDE GENERAL SPECS
 FOR FIREBLOCKING AT ALL CONCEALED
 SPACES AS REQUIRED BY SEC. 2305 FBC.
 INCLUDING FIREBLOCKING AT STAIRS.
 9--UPDATE TRUSS ANCHOR SCHEDULE TO
 COMPLY WITH SECTION 1609.4.3 FBC. THE
 133% AND 160% INCREASE IS NOT ALLOWED.
 10-GARAGE STRUCTURAL BUCK DETAIL:CLARIFY
 WHY ANCHORS ARE NOT EQUALLY SPACEDIN
 ORDER TO EQUALLY DISTRIBUTE THE LOAD
 TO THE SUBSTRATE. SEC. 104.2.1.2 CITY
 AMENDMENTS TO FBC 2001.
 11-WINDOW BUCK DETAIL IS NOT CLEAR. SEE
 SEC. 1707.4.4.2 FBC 2001 AND SHOW HOW
 IS BUCK INSTALLED TO PROVIDE COMPLETE
 SUPPORT OF WINDOW. ALSO, DETAIL FOR
 DOOR BUCK SHOW A WINDOW, NOT A DOOR.
 REVISE AS REQUIRED.
 12-SHOW DRAFSTOPPING MATERIAL & LOCATION
 ON 2ND FLOOR FRAMING PLAN. SEC. 2305
 FBC 2001.
 13-PROVIDE BEAM SCHEDULE.
 14-PROVIDE PRODUCT APPROVAL FOR:
 A)ENTRY DOOR WITH SIDELITES ASSEMBLY AS
 SHOWN ON PLANS. OTHERWISE PROVIDE SITE
 SPECIFIC ENGINEERING.
 B)FRENCH DOORS WITH SIDELITES (THERE ARE
 6 COPIES SUBMITTED BUT DRAWINGS ARE NO
 LEGIBLE. ONLY NEED TWO COMPLETE & WITH
 CLEAR DRAWINGS.
 C)STORM SHUTTERS NEED LEGIBLE DRAWINGS
 AND CHECK ON DRAWINGS INSTALLATION
 TYPE & ANCHOR AND SPACING TO BE USED.
 WHY USING STORM PANELS IF ALL OTHER
 DOORS AND WINDOWS ARE IMPACT GLAZING?
 D)PROVIDE DRAWINGS (2 LEGIBLE COPIES)
 FOR GARAGE DOORS PRODUCT APPROVAL.
 E)FLAT ROOF SYSTEM.
 15-ARDAMAN & ASSOCIATES ENGINEER LETTER
 REGARDING FOOTING SIZE NEED TO HAVE
 ORIGINAL SEAL, SIGNATURE, DATE AS
 REQUIRED BY CHAPTER 471 FL STATUTES.
 16-PROVIDE COMPLETE SECTION DETAIL AT
 GABLE END. SEE SEC. 2313.4 FBC 2001
 FOR SPECIFIC REQUIREMENTS.
 17-SPECIFY LIVE LOADS USED FOR DESIGN.
 SEE TABLE 1604.1 FBC 2001. THIS INFO.
 IS REQUIRED FOR PROPER DESIGN OF THE
 ENGINEERED TRUSSES. INCLUDE ATTIC
 LIVE LOADS.
  
 NOTE: CALLED ARCHITECT TO GO OVER THE
 DEFICIENCIES OF THE DRAWINGS BUT
 HE WAS OUT ON VACATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-09-12 Cont ID  
Sent By jleech Date 2003-10-02 Time 17:15 Rev Time 4.00
Received By jgomez Date 2003-09-12 Time 10:19 Sent To PC
Notes
2003-09-12 00:00:00BUILDING CHECKLIST:
 1-SURVEY: A)FLOOD ZONE A5. SHOW PROPOSED
 FINISH FLOOR ELEVATION.
 B)REVISE PROPERTY ADDRESS. THIS IS WEST
 PALM BEACH. NOT RIVIERA BEACH.
 C)PROPOSED BUILDING IS 2 STORY, NOT ONE.
  
 2-SEE ENGINEER RECOMMENDATIONS
 ON PAGE 3 OF SOIL TEST REPORT: 10 MIL
 MINIMUM VAPOR BARRIER, ISOLATION OF
 GROUND FLOOR SLAB FROM COLUMN AND WALL
 FOUNDATIONS OR SPECIAL RECOMENDATIONS
 FOR MONOLITHIC FOOTING AND CHECK MIN.
 FOOTING SIZE FOR WIDTH AND EMBEDMENT
 INTO GRADE. SEC. 1804.2.2 AND SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 3-MISSING STRUCTURAL SHEETS S-2 AND S-3.
 4-ARCHITECT TO DESIGN CONTROL JOINTS IN
 CONCRETE SLAB OR SPECIFY SUPPORT AND
 SPACING FOR WWM. SEC. 1909.3 FBC 2001.
 5-ENERGY CALCULATIONS: A)SECOND FLOOR IS
 WOOD FRAMING. REVISE WALL TYPE INSUL.
 ANDAREA AS REQUIRED. ADJUST CONCRETE
 WALL ACCORDINGLY.
 B)REVISE OWNER INFORMATION AND COMPLETE
 ALL INFORMATION ON TOP OF FORM.
 6-COVER PAGE NEEDS TO BE SEALED, SIGNED
 AND DATED AS WELL AS REQUIRED BY
 CHAPTER 481 FLORIDA STATUTES.
 7-SHEET A-1: A)REVISE DESIGN PARAMENTERS
 AND ASSUMPTIONS NOTES: THERE IS NOT
 SBCC, BUT FBC 2001.
 B)WHERE IS THE VELOCITY PRESSURE TAKEN
 FROM?. SEE CHAPTER 16 FBC 2001.
 C)WHY SHEARWALLS ARE NOT REQUIRED?
 **NOTE: SEE SEC. 1606.1.7 FBC 2001 FOR
 INFORMATION REQUIRED ON DRAWINGS.
 8-SHEET A-2: A)CLARIFY IF USING STORM
 SHUTTERS OR MISSILE IMPACT GLAZING.
 IF USING NON-IMPACT GLAZING, THEN
 SPECIFY AREAS TO HAVE SAFETY GLAZING.
 SEE PLANS AND SEC. 2405.2 FBC 2001.
 B)NEED A COMPLETE BATHROOM ON 1ST FLOOR
 WITH DOOR THAT ALLOWS 29" MIN. CLEAR
 OPENING. SEC. 11 OF CHAPTER 11 FBC/01.
 **ALSO, FLOOR PLANS MISSING SPECS ON
 SIZES OF INTERIOR DOORS.
 C)OFFICE ON FIRST FLOOR FLOOR IS ALSO A
 BEDROOM. NEED EGRESS WINDOWS THAT
 COMPLY WITH SEC. 1005.4. FBC 2001.
 D)PROVIDE COMPLETE DETAILS/SPECS FOR
 HANDRAILS AND GUARDARAILS. NOTE AS PER
 CODE IS NOT ACCEPTABLE. NEED TO BE
 SPECIFIC. SEE SECTIONS 1007, 1015 AND
 1608.2 FBC 2001 FOR DESIGN OPENING
 CLEARANCES AND STREHGTH.
 E)REVISE ATTIC ACCESS LOCATION. THERE IS
 A SECOND FLOOR ABOVE. SEE PLANS.
 F)WINDOW SCHEDULE: WINDOW F NEED PRODUCT
 APPROVAL OR COMPLETE SITE SPECIFIC
 ENGINEERING.
 G)REVISE GENERAL NOTE #10. ALL EQUIPMENT
 TO BE 6" MIN.ABOVE BASE FLOOD ELEVATIO
  
 9-SHEET A-3: A)SPECIFY SAFETY GLASS
 WHERE REQUIRED. SEC. 2405.2 FBC 2001.
 SEE PLANS.
 B)PROVIDE COMPLETE DETAIL/SECTIONS AT
 MASTER LOGGIA AND BALCONIES. SEC.
 104.2.1.2 CITY AMENDMENTS AND SECTIONS
 1015 AND 1608.2 FBC 2001.
 C)REVISE NOTE #10. SEE COMMENTS ABOVE.
  
 10-SHEET A-4: A)WINDOWS DON'T MATCH SIZE
 SPECIFIED ON WINDOW SCHEDULE.
 B)PROVIDE ENGINEERING FOR CALCULATION
 OF DOORS AND WINDOWS DESIGN PRESSURES.
 THEY DON'T MATCH TABLE 1606.2B
 ACCORDING TO SIZE AND LOCATION. ALSO,
 SEE FOOTNOTE #1.
 C)THERE ARE SOME DESIGN PRESSURES THAT
 ARE NOT SPECIFIED. EG: DOORS.
 D)PROVIDE COMPLETE WALL/SECTION DETAIL
 THRU ENTRY DOOR WALL INCLUDING
 PARAPET. SEC. 104.2.1.2 CITY AMENDMENT
 E)PROVIDE COMPLETE SECTION/DETAIL FOR
 CONSTRUCTION OF CANTILEVERED BAYS FOR
 BAYWINDOWS. SEC. 104.2.1.2 OF CITY
 AMENDMENTS TO FBC 2001.
  
 11-SHEET A-6: A)STUCCO ON FRAMED WALLS
 TO BE 7/8" MIN. ASTM C-926.
 B)REVISE SPECIFICATIONS GIVEN ON 2 STORY
 WALL SECTION AT FIRST FIRST FLOOR.
 THIS IS CONC. BLOCK, NOT WOOD FRAMING.
 C)SPECIFY CONNECTIONS AT TOP AND BOTTOM
 OF SECOND FLOOR STUDS.
 D)SIMPSON ST22 CONNECTOR DON'T PROVIDE
 RESISTANCE FOR LATERAL LOADS & WHAT'S
 THE UPLIFT LOAD CALCULATED TO RESIST.
 E)GABLE ENDS ARE NOT THE ONLY ROOF ZONE
 3. SEE FIGURE 1606.2(C) FBC 2001 AND
 REVISE ROOF SHEATHING NOTE.
 F)SPECIFY FIREBLOCKING ON BOTH WALL
 SECTIONS. AND ON STAIRS. SEE SECTION
 2305 FBC 2001. ALSO, PROVIDE GENERAL
 SPECIFICATIONS FOR FIREBLOCKING AT ALL
 CONCEALED SPACES.
 G)REVISE FOOTING SIZES AND VAPOR BARRIER
 THICKNESS. SEE SOIL TEST REPORT.
 H)REVISE INFORMATION GIVEN ON HORIZONTAL
 LOAD ZONES TABLE. SEE COMMENTS ON DWG
 AND TABLE 1606.2A FBC 2001.
 I)PROVIDE COMPLETE INFORMATION ON STAIR
 AND HANDRAIL DETAILS. SEE SECTIONS
 1007, 1015 AND 1608.2 FBC 2001.
 J)CLARIFY THICKNESS OF ROOF SHEATHING.
 5/8" OR 3/4". SEE SHEET A-8.
 K)FINISH ELEVATION TO BE 4" MIN. ABOVE
 FINISH GRADE. SECTIONS SHOW NONE.
 SEC. 1804.1.7 CITY AMENDMENTS TO FBC.
  
 12-SHEET A-7: A)UPDATE ANCHOR SCHEDULE
 AND ALL DETAILS THAT ARE AFFECTED BY
 SECTION 1609.4.3 FBC 2001 WHICH DOES
 NOT ALLOW THE STEEL STRESS TO BE
 INCREASED. IF USING SIMPSON CONNECTORS
 THEN, ONLY THE HIGH WIND-RESISTANT
 CONSTRUCTION CATALOGUE 2003 HAVE BEEN
 REVISED.
 B)GARAGE STRUCTURAL BUCK DETAIL: CLARIFY
 SPACING AND NUMBER OF ANCHORS. DETAIL
 SHOWS 9'-0" HIGH DOOR.
 **PLAN DETAIL SHOWS POURED CONCRETE COL.
 PLANS SHOW FILLED CELLS. CLARIFY.
 C)REVISE NOTE REFERING TO SBCCI. WE HAVE
 ADOPTED FBC 2001, NOT SBCCI.
 D)REVISE WINDOW BUCK DETAIL. SEE SECTION
 1707.4.4.2 FBC 2001.
 E)PROVIDE STRUCTURAL BUCK DETAIL FOR
 EXTERIOR DOORS TOO. NOTE: SEE PRODUCT
 APPROVAL IF 2X OR 1X BUCK IS REQUIRED.
 **ALSO, SEE SEC. 1707.4.4.2 FOR PROPER
 BUCK ATTACHMENT.
 F)REVISE INSULATION VALUE GIVEN ON WALL
 SECTION. SEE ENERGY CALCULATIONS.
  
 13-SHEET A-8: REVISE/CLARIFY NOTES. SEE
 COMMENTS ON PLAN.
 14-SHEET S-1: A)MISSING FOOTINGS FOR
 INTERIOR BEARING WALLS.
 B)PROVIDE COMPLETE SECTION/DETAIL FOR
 CONSTRUCTION OF CANTILEVERED BAYS.
 C)CLARIFY FOOTING BETWEEN GARAGE AND
 LAUNDRY. SEE COMMENTS ON PLAN.
  
 15-PAY IMPACT FEES. BRING BACK STAMPED
 DRAWINGS AND PAID RECEIPT.
 16-NEED RECORDED NOTICE OF COMMENCEMENT.
 17-PROVIDE SECOND FLOOR FRAMING PLAN.
 IT'S NOT LISTED IN THE COVER PAGE.
 **SHOW DRAFSTOPPING MATERIAL & LOCATION.
 SEE SEC. 2305.2.2 FBC 2001.
 18-ROOF FRAMING PLAN TO INDICATE ROOF
 NAILING ZONES, NAILING TYPE & SPACING.
 SEE SEC. 2306 CITY AMENDMENTS TO FBC.
 19-PROVIDE COMPLETE DETAIL/SPECS FOR
 CEILING INSTALLATION AT LOGGIAS. SEE
 ASTM C-926 AND ASTM C-1063 FOR
 STUCCO AND FASTENER SPECS. SECTION
 2504.2 FBC 2001.
 20-PROVIDE COMPLETE FRAMING DETAIL/SPECS
 FOR FRAMING AT ARCHED OPENINGS. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 21-PROVIDE BEAM SCHEDULE. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 22-PROVIDE PRODUCT APPROVAL FOR:
 A)ENTRY DOORS WITH SIDELITES AND TRANSOM
 ABOVE SINGLE UNIT AS SHOWN ON PLANS.
 B)ARCHED WINDOWS.
 C)OVAL WINDOWS.
 D)GARAGE EXTERIOR SWING DOOR. SEE PLANS.
 E)FRENCH DOORS WITH SIDELITES SINGLE
 ASSEMBLY AS SHOWN ON PLANS.
 F)GARAGE DOOR THAT MATCHES ONE SHOWN ON
 PLANS.
  
 23-IF USING STORM SHUTTERS, THEN PROVIDE
 COMPLETE INFORMATION,LEGIBLE PRODUCT
 APPROVAL AND DRAWINGS, KEY PLAN AND
 INSTALLATION SCHEDULE AND MARK ON
 DRAWINGS THE SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE & SPACING
 TO BE USED.
 24-BUILDING VALUATION WAS UPDATED TO BE
 $327,579. ADDITIONAL FEES WILL BE
 ADDED TO REFLECT THIS REVISE VALUE.
  
  
 NOTE:
 PLEASE RETURN REVIEWED SET AFTER
 CORRECTIONS ARE DONE TO THE ORIGINAL
 CAD DRAWINGS TO EXPEDITE THE REVIEW
 PROCESS.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2004-04-23 Cont ID  
Sent By dpalmer Date 2004-04-23 Time 19:55 Rev Time 0.50
Received By dpalmer Date 2004-04-23 Time 19:55 Sent To P
Notes
2004-04-23 00:00:00JOB CO'D ON 4/22 W/OUT PLANS BEING ON
 JOB FOR INSPECTION.
 SHEETS STILL DO NOT CONTAIN ORIGINAL
 SIGNATURE ON SOME, OTHERS ARE SEALED
 COPIES OF ENGINEER'S SIGNATURE, SOME
 HAVE A PASTED ON SHEET.
 THE ABOVE VIOLATES FS 471.025, FAC 61G15
 -23.002
  
 THESE ABOVE ITEMS MUST BE ADDRESSED
 IMMEDIATELY.
 CO MAY BE REVOKED AND MAY ONLY GRANT
 A TEMP CO.UNTIL PLANS ARE ADDRESSED.
 PLEASE BRING IN CORRECTED NEW SHEETS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-04-14 Cont ID  
Sent By alange Date 2004-04-22 Time 12:25 Rev Time 0.50
Received By dpalmer Date 2004-04-14 Time 10:47 Sent To P
Notes
2004-04-14 00:00:00************ UNSAT ***************
  
 1)NOTE: PLEASE SEE THAT PLANS HAVE NOW
 BEEN REVISED FROM FILE SET.
 PLANS WERE SUBMITTED AS A SUBMITTAL AND
 SHOULD HAVE BEEN SUBMNITTED AS REVISIONS
 PLEASE SEE THAT REVISION FEES WILL BE
 DUE AT THIS TIME.
  
 2)NOTE: PLEASE SEE THAT RISER DIAGRAM
 IS NOW SHOWING TWO NEW ADDITIONAL PANELS
 YET, PLANS ONLY SHOW ONE PANEL SCHEDULE.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-08-26 Cont ID  
Sent By jgomez Date 2004-04-13 Time 18:07 Rev Time 0.50
Received By btrobaug Date 2003-08-26 Time 17:42 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2004-04-22 Cont ID  
Sent By alange Date 2004-04-22 Time 12:25 Rev Time 0.00
Received By alange Date 2004-04-22 Time 12:25 Sent To E
Notes
2004-04-22 00:00:00TO DP DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-04-06 Cont ID  
Sent By csiegber Date 2004-04-06 Time 08:35 Rev Time 0.00
Received By csiegber Date 2004-04-06 Time 08:35 Sent To M
Notes
2004-04-06 00:00:00TO PK BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-12-05 Cont ID  
Sent By mmclean Date 2004-04-05 Time 15:10 Rev Time 0.00
Received By csiegber Date 2003-12-05 Time 16:46 Sent To B
Notes
2003-12-05 00:00:00TO JG DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-10-24 Cont ID  
Sent By csiegber Date 2003-10-24 Time 09:42 Rev Time 0.00
Received By csiegber Date 2003-10-24 Time 09:42 Sent To B
Notes
2003-10-24 00:00:00TO JG DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-10-17 Cont ID  
Sent By csiegber Date 2003-10-17 Time 13:24 Rev Time 0.00
Received By csiegber Date 2003-10-17 Time 13:24 Sent To B
Notes
2003-10-17 00:00:00TO JG DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-10-16 Cont ID  
Sent By csiegber Date 2003-10-16 Time 16:25 Rev Time 0.00
Received By csiegber Date 2003-10-16 Time 16:25 Sent To B
Notes
2003-10-16 00:00:00TO JG DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-09-22 Cont ID  
Sent By csiegber Date 2003-09-22 Time 09:56 Rev Time 0.00
Received By csiegber Date 2003-09-22 Time 09:56 Sent To B
Notes
2003-09-22 00:00:00TO KS DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-08-20 Cont ID  
Sent By dbaxter Date 2003-08-20 Time 16:31 Rev Time 0.00
Received By dbaxter Date 2003-08-20 Time 16:31 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-08-15 Cont ID  
Sent By mmclean Date 2003-08-20 Time 12:47 Rev Time 0.00
Received By dbaxter Date 2003-08-15 Time 13:04 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2004-04-12 Cont ID  
Sent By pkrauss Date 2004-04-12 Time 09:58 Rev Time 0.20
Received By pkrauss Date 2004-04-12 Time 09:57 Sent To Z
Notes
2004-04-12 00:00:00SUBMITTAL FOR ZONING, BUILDING & ELEC
 NO MECHANICAL PLANS SUBMITTED. MECH PLAN
 APPROVED ON THE FIRST SUBMITTAL.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-08-29 Cont ID  
Sent By csiegber Date 2004-04-06 Time 08:44 Rev Time 0.25
Received By pkrauss Date 2003-08-29 Time 06:48 Sent To P
Notes
2003-08-29 00:00:00PROVISO:
  
 1. BALANCE AIR RETURN - RETURN TRANSFER
 SHALL BE 1 1/2 TIMES THE CROSS SECTIONAL
 AREA (SQ INCHES) OF THE SUPPLY DUCT
 ENTERING THE ROOM IT'S SERVING & THE
 DOOR HAVING AN UNRESTRICTED 1" UNDERCUT.
  
 ALL SUPPLY AIR INTO THE MASTER SUITE
 SHALL BE INCLUDED.
  
 2. MASTER BATHROOM SHALL HAVE A WINDOW
 WITH 3 SQ FT OF OPEN SPACE OR BE
 MECHANICALLY VENTILATED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 5 Status F Date 2004-05-11 Cont ID  
Sent By kstevens Date 2004-05-11 Time 13:15 Rev Time 0.50
Received By kstevens Date 2004-05-11 Time 13:15 Sent To B
Notes
2004-05-11 00:00:00DENIED
 REFERENCE: FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SOME SHEETS HAVE TITLE BLOCK BUT ARE
 NOT SIGNED AND SEALED.
 2) SOME SHEETS HAVE TITLE BLOCK, SEALED
 AND SIGNED, BUT ARE TAPED ON COPIED
 SHEET.
 3) SOME SHEETS ARE COPIES OF SIGNATURES.
 SEE FAC 61G15-23.002 & FS 471.025
 4) SEE COMMENTS FROM ELECTRICAL PLAN RE-
 VIEW. - THESE ISSUES SHALL BE ADDRESSED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 4 Status F Date 2004-04-17 Cont ID  
Sent By dpalmer Date 2004-04-23 Time 20:16 Rev Time 0.50
Received By kstevens Date 2004-04-17 Time 06:08 Sent To B
Notes
2004-04-17 00:00:00DENIED
 REFERENCE: FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ENGINEERS SHALL LEGIBLY INDICATE THEIR
 NAME, ADDRESS AND LICENSE NUMBER ON EACH
 SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGIN-
 EERS, ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME AND LICENSE NUMBER, AS WELL
 AS, THE NAME, ADDRESS AND CERTIFICATE OF
 AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS ON EACH SHEET. A TITLE BLOCK
 WILL SATISFY THIS REQUIREMENT. FAC
 61G15-23.002(2) - FS 471.025
  
 AN ENGINEER IS NOW SIGNING AND SEALING
 VARIOUS ARCHITECTURAL SHEETS AND STRUCT-
 URAL SHEETS. A CERTIFICATE OF AUTHORIZ-
 ATION IS REQUIRED ON TITLE BLOCK
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-12-15 Cont ID  
Sent By dpalmer Date 2004-04-14 Time 10:48 Rev Time 0.50
Received By kstevens Date 2003-12-15 Time 10:12 Sent To  
Notes
2003-12-15 00:00:00PASSED/PROVISO
  
 WATER CLOSETS SHALL NOT BE TRAPPED PRIOR
 TO THE FIXTURE. 1002.1
 TUB IN BATH #3 TO BE VENTED. 1002.1
 RISER TO REFLECT FLOOR PLAN AT WASH
 MACHINE. 104.2.1
 REVISION REQUIRED.....
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-10-02 Cont ID  
Sent By jleech Date 2003-10-02 Time 17:15 Rev Time 0.33
Received By jleech Date 2003-10-02 Time 17:15 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-09-03 Cont ID  
Sent By pkrauss Date 2003-08-29 Time 06:53 Rev Time 0.50
Received By kstevens Date 2003-09-03 Time 09:30 Sent To B
Notes
2003-09-03 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FLORIDA ADMINISTRATIVE CODE
  
 1) SHT A-7 SANITARY RISER DIAGRAM DOES
 NOT REFLECT THE FLOOR PLAN, NOR DOES IT
 MEET CODE REQUIREMENTS.
 A) WASH MACHINE NOT VENTED, REQUIRES A
 STANDPIPE, & REQUIRES A CLEANOUT LOCATED
 4' ABOVE THE FLOOR. SECTIONS 708.10,
 802.4, & 901.2.1.
 B) BATH #3 2ND FLOOR SHOWS A TUB ON THE
 FLOOR PLAN BUT HAS A SHOWER ON THE RISER
 DIAGRAM. LAV SHOWN AS CONNECTING BELOW
 THE FLOOR ON THE RISER AND TUB (SHR) NOT
 VENTED. SECTION 104.2.1
 C) BATH #2 SHOWN AS CONNECTING TO BLDG.
 DRAIN UNDER THE SLAB ON RISER, BUT ITS
 ON THE SECOND FLOOR ON FLOOR PLAN.
 SECTION 104.2.1
 3) LICENSE NUMBER REQUIRED ON EACH SHEET
 PER 61G1-16.004 (TITLE BLOCK)
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2004-04-05 Cont ID  
Sent By pkrauss Date 2004-04-12 Time 09:58 Rev Time 0.00
Received By mmclean Date 2004-04-05 Time 15:10 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-08-20 Cont ID  
Sent By dbaxter Date 2003-08-15 Time 13:05 Rev Time 0.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved