Plan Review Details - Permit 00061776
Plan Review Stops For Permit 00061776
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-08-24 Cont ID  
Sent By dpalmer Date 2000-08-24 Time 17:21 Rev Time 0.00
Received By dpalmer Date 2000-08-24 Time 17:21 Sent To  
Notes
2001-01-08 00:00:00***************** PROVISO **************
  
 1)NOTE: PLEASE CORRECT METER CAN SIZE.
  
 2)NOTE: PLEASE INCLUDE COLD WATER PIPE
 AS PART OF GROUNDING SYSTEM. 250-50
  
 3)NOTE: PLEASE SEE OUTLET SPACING TO
 MEET 210-52
  
 4)NOTE: PLEASE SEE 210-52-H FOR HALLWAY
 OUTLET SPACING.
  
 5)NOTE: PLEASE HAVE ALL OUTLETS SERVING
 KITCHEN COUNTERSPACE LABELED AS GFI/
 GFI PROTECTED. 210-8-A-6
  
 6)NOTE: OUTLETS IN GARAGE AND OUTSIDE
 PER 210-8
  
 7)NOTE: PLEASE SHOW ALL SMOKE DETECTORS
 AS REQ`D BY NFPA-72 2-2.1.1.1 INSIDE AND
 OUTSIDE ALL SLEEPING ROOMS.AND ON EACH
 LEVEL OF MULTI-LEVEL.
 8)NOTE: PLEASE HAVE THE REQ`D BATH(S)
 CIRCUIT(S) PER 210-11-C-3 LISTED ON
 PANEL SCHEDULE.
  
 9)NOTE: PLEASE NOTE::: YOU SHOW FOUR
 A/C SYSTEMS ON PLANS AND ONLY THREE ON
 PANEL SCHEDULES AND LOAD CALCULATIONS.
 PLEASE SUBMIT CLARIFICATION ON THIS.
 215-5
  
 10)NOTE: PLEASE SEE 110-26 FOR DISC.
 CLEARENCE REQ`MENTS.
  
 PLEASE SUBMIT ALL THE ABOVE INFORMATION
 FOR REVIEW BEFORE ANY ROUGH ELECTRICAL
 INSPECTION IS CALLED IN. IF THERE ARE
 ANY QUESTIONS PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-07-18 Cont ID  
Sent By dpalmer Date 2000-07-18 Time 19:43 Rev Time 0.00
Received By dpalmer Date 2000-07-18 Time 19:43 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-07-17 Cont ID  
Sent By cthirben Date 2000-07-17 Time 11:59 Rev Time 0.00
Received By cthirben Date 2000-07-17 Time 12:00 Sent To  
Notes
2001-01-08 00:00:00PROVISO:
 PROVIDE EXHAUST FANS IN BATHROOM INFO TO
 BE VENTED, INDICATE WHERE 1997 SMC
 503.3.1.
 INDICATE THE WATER HEATER AND COOKING
 RANGE VENT AND WHERE IT'S VENTED.
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-08-28 Cont ID  
Sent By tlarge Date 2000-08-28 Time 08:02 Rev Time 0.33
Received By tlarge Date 2000-08-28 Time 07:31 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-07-11 Cont ID  
Sent By tlarge Date 2000-07-11 Time 06:30 Rev Time 0.50
Received By tlarge Date 2000-07-11 Time 06:30 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status F Date 2000-12-16 Cont ID  
Sent By jgomez Date 2000-12-16 Time 12:48 Rev Time 2.50
Received By jgomez Date 2000-12-16 Time 12:48 Sent To  
Notes
2001-01-08 00:00:00TRUSS DRAWINGS CHECKLIST:
  
 1-ARCHITECT TO REVIEW TRUSS LAYOUT AND
 ENGINEERED TRUSSES AS WELL AND PROVIDE
 REVIEW STAMP WITH THE FIRM LOGO.
 (ARCHITECT IS NOT SUPPOSED TO SEAL
 ENGINEERED DRAWINGS THAT HE DIDN'T DO)
  
 2-ARCHITECT'S FRAMING PLANS AND ANCHOR
 SCHEDULE NEED TO BE COORDINATED WITH
 TRUSS ENGINEERED DRAWINGS.
 - KEYED DETAILS DON'T MATCH ACTUAL
 CONDITIONS. SEE SHEET A-8 AND DETAILS
 SPECIFIED.
 - THERE ARE SEVERAL CONNECTIONS THAT ARE
 NOT SPECIFIED.
  
 NOTE: CLOSELY REVIEW FRAMING PLANS AND
 ENGINEERED TRUSSES AND UPDATE/CLARIFY
 AS REQUIRED TO AVOID UNNECESSARY
 RETURNS.
  
 3-PROVIDE UPLIFT CONNECTOR SCHEDULE FOR
 FLOOR FRAMING TRUSSES.
  
 4-SOME FLOOR TRUSSES ARE MISSING THE
 UPLIFT LOADS CALCULATED.
  
 5-TRUSSES GENERAL DETAILS WERE NOT
 UPDATED AS REQUESTED ON PREVIOUS
 CHECKLIST. SEE PREVIOUS CHECKLIST.
  
 6-ARCHITECT TO DATE ANY DRAWING THAT IS
 SEALED FOR PUBLIC RECORD. FLORIDA
 STATUTES, CHAPTER 481. SEE ATTACHED
 REMAINDER.
  
  
  
 NOTES:
 -IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096 EXT. 8232.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2000-10-25 Cont ID  
Sent By jgomez Date 2000-10-25 Time 15:50 Rev Time 1.00
Received By jgomez Date 2000-10-25 Time 15:49 Sent To  
Notes
2001-01-08 00:00:00TRUSS DRAWINGS CHECKLIST:
 1-ARCHITECT TO REVIEW TRUSS LAYOUT AND
 ENGINEERED TRUSSES AS WELL. THIS WILL
 HELP TO DETERMINE IF CONNECTORS
 SELECTED ARE APPROPRIATE TO RESIST THE
 CALCULATED LOADS.
  
 NOTE: ARCHITECT NEED NOT TO SIGN/SEAL
 TRUSS LAYOUT OR ENGINEERED TRUSSES.
 ONLY THE REVIEW STAMP WITH HIS COMPANY
 LOGO IS REQUIRED SINCE THE TRUSSES ARE
 NOT PREPARED BY THE ARCHITECT.
  
 2-THERE ARE SOME TRUSSES THAT CONNECTORS
 SPECIFIED ARE NOT ABLE TO RESIST THE
 LOADS CALCULATED ON THE ENGINEERED
 TRUSSES.
 -ALSO, CHECK THE BEARING POINTS THAT
 ARE CONSIDERED ON THE ENGINEERED
 TRUSSES AND SPECIFY PROPER CONNECTOR.
 -SEE TRUSS LAYOUT FOR SAMPLE OF TRUSSES
 THAT REQUIRE CONNECTORS TO BE
 SPECIFIED.
 -THERE IS A SLIGHT CHANGE ON THE TRUSS
 LAYOUT AND ARCHITECT'S FRAMING PLAN.
 SPECIFY CONNECTORS AS REQUIRED.
  
 3-CLEARLY SPECIFY CONNECTORS THAT ARE
 WOOD TO WOOD OR CONCRETE TO WOOD.
  
 4-GENERAL TRUSS DETAILS AND LETTERS ARE
 TOO OLD. UPDATE ALL INFORMATION AS
 REQUIRED.
 -NOTE: DATE SHOULD BE THE DATE WHEN
 DOCUMENTS ARE SEALED.
 -CLARIFY WHY THERE ARE GENERAL DETAILS
 WITH THE COPY OF ONE ENGINEER SEAL,
 BUT THEY ARE SIGNED AND SEALED BY
 ANOTHER ENGINEER. WHO'S THE ONE
 RESPONSIBLE FOR PRODUCING SUCH DETAILS
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2000-10-18 Cont ID  
Sent By jgomez Date 2000-10-18 Time 10:49 Rev Time 0.50
Received By jgomez Date 2000-10-18 Time 10:49 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-SEE COMMENTS ON REVISED SHEETS. NEED
 WOOD TO WOOD CONNECTORS AT CONNECTION
 OF WOOD BEAM TO WOOD TRUSSES.
 CONNECTOR SPECIFIED IS A CONCRETE TO
 WOOD CONNECTOR.
  
  
  
  
 NOTE:
 -IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ AT 659-8096, EXT. 8232.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2000-08-23 Cont ID  
Sent By jgomez Date 2000-08-23 Time 16:20 Rev Time 3.00
Received By jgomez Date 2000-08-23 Time 16:20 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-PROVIDE PRODUCT APPROVAL FOR: ARCHED
 WINDOWS (MISSILE IMPACT), FRENCH DOORS
 WITH SIDELITES ASSEMBLY (MISSILE
 IMPACT).
 -PROVIDE COMPLETE MANUFACTURER SPECS,
 INSTALLATION INSTRUCTIONS, UL LISTED.
 2-SECTION/DETAIL AT BALCONY NEEDS MORE
 INFORMATION. SEE COMMENTS ON PLANS.
 3-PROVIDE ATTIC ACCESS AT MAIN ROOF.
 SECTION 2309.6 SBC 1997.
 4-REVISE ROOF FRAMING PLAN AND ANCHOR
 SCHEDULE AS REQUIRED. CLEARLY SPECIFY
 WOOD TO WOOD CONNECTORS AND WOOD TO
 CONCRETE CONNECTORS. SEE COMMENTS.
 5-COMPLETELY SPECIFY CEILING CONSTRUCT'N
 AT FRONT AND REAR PORCHES. INCLUDE
 FASTENERS TYPES AND SPACING AS PER
 ASTM C926 AND C1063. SEC 2504 SBC 1997
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-08-01 Cont ID  
Sent By jgomez Date 2000-08-01 Time 14:59 Rev Time 3.50
Received By jgomez Date 2000-08-01 Time 16:49 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-PROVIDE SURVEY WITH BUILDING LAYOUT.
 2-ARCHITECT NEEDS TO DATE DRAWINGS AT
 TIME OF SEALING HIS DRAWINGS. CHAPTER
 481 FLORIDA STATUTES.
 3-PROVIDE PRODUCT APPROVAL FOR: FLAT
 ROOF SYSTEM, ARCHED WINDOWS (MISSILE
 IMPACT), ENTRY DOORS WITH SIDELITES
 ASSEMBLY.
 -PROVIDE UL LISTING FOR FIREBOX AND BBQ
 4-PROVIDE SAFETY GLASS IN MASTER BATH
 WINDOW. SECTION 2405.2 SBC 1997.
 5-PROVIDE THE DESIGN PRESSURES THAT WERE
 CALCULATED FOR ALL EXTERIOR OPENINGS
 OF THIS BUILDING. SECTION 1606 SBC/97.
 6-PROVIDE A COMPLETE STAIR SECTION WITH
 ALL SPECIFICATIONS AS PER SEC 1007 SBC
 7-PROVIDE COMPLETE SECTION/DETAIL AT
 SECOND FLOOR BEDROOM BALCONY. SPECIFY
 ALL FASTENERS INCLUDING GUARDRAIL
 CONSTRUCTION.
 8-PROVIDE ATTIC ACCESS AT SECOND FLOOR
 ROOF, AT FRONT ROOF AREA OF GARAGE, AT
 MAIN ROOF AND AT FRONT/ENTRY TOWER
 SECTION 2309.6 SBC 1997.
 9-REVISE TRUSS ANCHOR SCHEDULE. SOME
 CONNECTORS SPECIFIED ARE CONCRETE TO
 WOOD, WHILE ACTUAL CONNECTION REQUIRES
 A WOOD TO WOOD CONNECTOR. SEE SECOND
 FLOOR AND TOWER ROOF PLANS.
 10-PROVIDE COMPLETE FRAMING DETAIL AND
 SPECS FOR FRAMING OF ARCHED OPENINGS.
 SPECIFY ALL FASTENERS.
 11-CLARIFY IF WALL BY THE KITCHEN AREA
 IS BEARING OR NON-BEARING. IF SO, THEN
 IT NEEDS AN INTERIOR FOOTING.
 12-REVISE SIZE OF WATER STOP. 1 1/2" NOT
 3/4". SECTION 2111.6 CITY AMENDMENTS.
 13-SPECIFY SIZE OF CEILING FANS. SEE
 TABLE 6-6 OF FLORIDA ENERGY EFFICIENCY
 CODE FOR BUILDING CONSTRUCTION,1997 ED
 14-COMPLETELY SPECIFY CEIL'G CONSTRUCT'N
 AT ENTRY AND REAR PORCHES. INCLUDING
 FASTENERS TYPES AND SPACING. SECTION
 2504 SBC 1997.
 15-REVISE THE DESIGN CERTIFICATION FOR
 BUILDING CODE COMPLIANCE FORM. THE
 MEAN ROOF HEIGHT IS INCORRECT. THE
 MEAN ROOF HEIGHT IS 25'-6" PLUS OR
 MINUS.
 NOTE: MEAN ROOF HEIGHT IS TAKEN FROM
 GRADE, NOT FROM FINISH FLOOR, TO THE
 AVERAGE POINT OF THE HIGHEST ROOF.
 16-ROOF PRODUCT APPROVAL: CLEARLY INDICA
 TE METHOD AND FASTENINGS TO BE USED IN
 THIS PROJECT.
 17-PROVIDE COMPLETE BUCK DETAILS/SPECS
 FOR ALL EXTERIOR WINDOWS, DOORS,
 SLIDING GLASS DOORS AND GARAGE DOORS.
 18-SEE COMMENTS ON PLANS AND REVISE
 UPDATE ALL DRAWINGS AS REQUIRED.
 INCLUDING THE COMMENTS BY THE OTHER
 TRADES.
 19-OWES $723.00 TO THE CITY FOR LOW
 VALUATION AND RADON FEES.
  
  
  
 NOTE:
 PLEASE RETURN REVIEWED SET AFTER ALL
 CORRECTIONS ARE DONE IN ORDER TO
 EXPEDITE THE REVIEW PROCESS.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-07-07 Cont ID  
Sent By gjoyce Date 2000-07-07 Time 09:14 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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