Plan Review Details - Permit 02060558
Plan Review Stops For Permit 02060558
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-08 Cont ID  
Sent By btrobaug Date 2002-08-08 Time 11:35 Rev Time 0.00
Received By btrobaug Date 2002-08-08 Time 11:19 Sent To R
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-06-19 Cont ID  
Sent By pkrauss Date 2002-06-18 Time 15:21 Rev Time 0.00
Received By btrobaug Date 2002-06-19 Time 15:42 Sent To R
Notes
2002-06-19 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE NOTE THE FOLLOWING COMMENTS AND
 MAKE NECESSARY CHANGES.RESUBMIT FOR
 REVIEW.
  
 1} ITEMS IN THE ELECTRICAL NOTES ON
 SHEET "E-1" ARE NOT FROM THE CURRENT
 CODE ARTICLES.
  
 2} THE AIC RATING APPEARS TO BE
 INCORRECT.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/659-8096 EXT. 8392
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-24 Cont ID  
Sent By sthyng Date 2003-03-24 Time 13:38 Rev Time 0.00
Received By sthyng Date 2003-03-24 Time 13:38 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-03-11 Cont ID  
Sent By sthyng Date 2003-03-24 Time 13:38 Rev Time 0.25
Received By rregueir Date 2003-03-11 Time 17:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-10-11 Cont ID  
Sent By pkrauss Date 2002-10-11 Time 08:06 Rev Time 0.30
Received By pkrauss Date 2002-10-11 Time 07:33 Sent To  
Notes
2002-10-11 00:00:00REVISION MECH PERMIT 02060622
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-08-15 Cont ID  
Sent By hmoser Date 2002-08-15 Time 17:44 Rev Time 0.50
Received By hmoser Date 2002-08-15 Time 17:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-18 Cont ID  
Sent By pkrauss Date 2002-06-18 Time 15:19 Rev Time 0.35
Received By pkrauss Date 2002-06-18 Time 15:15 Sent To E
Notes
2002-06-18 00:00:00PROVISO:MECHANICAL PERMIT 02060622
  
 CONDENSATE SHALL DISCHARGE A MINIMUM OF
 12" AWAY FROM THE BUILDING STRUCTURE AS
 PER 2001 FBC 1503.4.4.
  
 2001 FBC(M) 402.2 - NATURAL VENTILATION
 FOR OUTSIDE AIR REQUIRMENT. SHOW
 COMPLIANCE FOR THE MINIMUM OPENABLE AREA
 TO THE OUTDOORS. (4 PERCENT OF THE FLOOR
 AREA BEING VENTILATED) OR TABLE 403.3
 FOR MECHANICAL VENTILATION.
  
 OVERFLOW PROTECTION REQUIRED AS PER
 2001 FBC(M) 307.2.3.
  
 PLEASE NOTE ON THE 2ND FLOOR BEDROOM 2
 CFM TO THIS AREA IS 1695?PLEASE
 CORRECT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-08-13 Cont ID  
Sent By jleech Date 2002-08-13 Time 19:13 Rev Time 0.33
Received By jleech Date 2002-08-13 Time 19:13 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-06-15 Cont ID  
Sent By jleech Date 2002-06-15 Time 08:01 Rev Time 0.33
Received By jleech Date 2002-06-15 Time 08:01 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2002-10-29 Cont ID  
Sent By jgomez Date 2002-10-29 Time 17:41 Rev Time 2.00
Received By jgomez Date 2002-10-29 Time 17:41 Sent To  
Notes
2002-10-29 00:00:00APPROVED WITH PROVISO:
 1-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS UNDER A SEPARATE PERMIT.
 CITY IMPLEMENTATION STNDARD FOR
 HURRICANE MISSILE IMPACT PROTECTION.
 2-REVISE TRUSS ANCHOR SCHEDULE. SEE USP
 CATALOGUE. PROVIDE ENGINEERING CALCS
 FOR DIFFERENT VALUES. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 3-PROVIDE COMPLETE UL SPECS FOR ONE HOUR
 FIRE RATED GLASS ASSEBLY USED.
 **PROVIDE LEGIBLE PRODUCT APPROVAL.
 **PROVIDE INFO. WITH FACE THICKNESS OF
 GLASS BLOCK TO VERIFY IF SAFETY GLASS
 IS REQUIRED AS PER SEC. 2405.2.2 FBC.
 4-FLOOD ZONE A8. WILL NEED TO PROVIDE
 ELEVATION CERTIFICATE AS REQUIRED BY
 FEMA.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-08-16 Cont ID  
Sent By jgomez Date 2002-08-16 Time 17:37 Rev Time 0.00
Received By jgomez Date 2002-08-16 Time 17:37 Sent To  
Notes
2002-08-16 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 CLARIFICATION OF HOW THE MAIN WIND
 FORCE RESISTING SYSTEM (MWFRS) WAS
 DESIGNED TO RESIST AND TRANSFER ALL
 LOADS TO FLOOR AND CEILING DIAPHRAGMS
 CONSIDERING THE DOUBLE CEILING AREAS &
 PARTIAL FL. DIAPHRAGM SUPPORTED ON
 COLUMNS ON ONE SIDE. SEC. 1606.2.4 FBC
 **PROVIDE ENGINEERING ANALYSIS/CALCS FOR
 CLARIFICATION OF MASONRY WALLS LATERAL
 STABILITY (SEE SEC. 2105 FBC) AND
 LATERAL SUPPORT (SEE SEC. 2107 FBC)
 CONSIDERING THE HIGH VOLUME AREA AND
 UNSUPPORTED LENGTH SHOWN ON PLANS.
 2-NEED FIREBLOCKING @ TOP OF STAIRS TOO.
 SEC. 2305.1.4 FBC 2001.
 3-PROVIDE SOIL TEST REPORT.
 4-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS UNDER A SEPARATE
 PERMIT WHEN INFORMATION ISN'T COMPLETE
 SEE CITY'S IMPLEMENTATION STANDARD FOR
 HURRICANE MISSILE IMPACT PROTECTION.
 5-PROVIDE LEGIBLE PRODUCT APPROVALS FOR
 DOORS, WINDOWS AND MULLIONS TO BE USED
 **NOTE: SEE PLANS FOR RIGHT SIZE, SHAPE
 AND DESIGN PRESSURES.
 **VERIFY THAT THE DWGS IN THE PRODUCT
 APPROVAL MATCH THEIR REPORTS.
 6-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR
 ARCHED WINDOWS AS REQUIRED BY PRODUCT
 APPROVAL.
 **NOTE: NEED DETAIL FOR FRAMED ARCH AND
 FOR MASONRY ATTACHMENT.
 7-SEE PRODUCT APPROVAL FOR GARAGE DOORS
 FOR STRUCTURAL BUCK SPECS AND REVISE
 DETAILS AS REQUIRED.
 8-SPECIFY FIREBLOCKING IN WALL SECTIONS
 AND PROVIDE GENERAL SPECIFICATIONS FOR
 REQUIRED FIREBLOCKING AT ALL CONCEALED
 SPACES. SEC. 2305.1.4 FBC 2001.
 9-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL SECTIONS AS WELL.
 SEC. 2305.4 FBC 2001.
 10-REVISE STAIR DETAILS AS REQUIRED TO
 REFLECT ATTACHMENT TO STEEL COLUMN.
 **REVISE STAIR KEY NOTES TO MATCH PLANS
 AND DETAILS.
 11-SPECIFY SPACING FOR WWM SUPPORTS. SEE
 SEC. 1909.3 FBC 2001.
 12-ROOF FRAMING PLAN: IDENTIFY ROOF
 ZONE 3 FOR NAILING DIAPHRAGM.
 13-REVISE TRUSS CONNECTOR SCHEDULE:
 NUMBER OF FASTENERS SPECIFIED AND
 ALLOWABLE UPLIFT DON'T MATCH. SEE USP
 CATALOGUE. PROVIDE ENGINEERED CALCS
 FOR UPLIFT LOADS DIFFERENT THAN THOSE
 SPECIFIED ON CATALOGUE.
 14-CLARIFY SIZE OF ATTIC VENTS. SEE VENT
 CALCULATIONS & NOTE #14 ON SHEET A-5.
 15-SHEET S-3: STEEL BUCKET NOTES CALL
 FOR 1/4" FILLET WELDING. ALL DETAILS
 CALL FOR 3/16" WELDING. CLARIFY AND
 REVISE AS REQUIRED.
 16-SHEET S-4: SPECIFY TRUSS UPLIFT
 CONNECTOR AT FRAMED SHEARWALL. THIS
 CONNECTOR IS NOT SPECIFIED ON ROOF
 FRAMING PLAN AND CONNECTOR SCHEDULE.
 **NOTE: UPDATE CONNECTOR RTPGA812. SEMCO
 IS NO LONGER IN BUSINEES.
 17-PROVIDE UL LISTING & COMPLETE SPECS
 FOR ONE HR FIRE RATED GLASS BLOCK
 ASSEMBLY REQUIRED BY TABLE 600 FBC.
 REVISE DETAIL ON A-2 AS REQUIRED TO
 MATCH THE ONE HR ASSEMBLY.
 **NOTE: GLASS BLOCK NEED TO BE SAFETY
 GLASS IF MIN. UNIFORM FACE THICKNESS
 IS LESS THAN 0.25". SEC. 2405.2.2 FBC
 18-PROVIDE ENGINEERED ANALYSIS/CALCS AND
 COMPLETE DETAILS/SPECS FOR CONSTRUCT'N
 FRAMED SHEAR WALL @ 2ND FLOOR. SEE SEC
 2313 FBC. FOR CLARIFICATION OF HOW THE
 LOADS ARE TRANSFERRED GIVEN THE
 TRANSITIONS FROM MASONRY SHEARWALL TO
 WOOD FRAMED SHEARWALL TO STEEL COLUMN
 TO ROOF TRUSS TO MASONRY SHEARWALL.
 **NOTE: DETAIL S-27 SHOWN ON ROOF PLAN
 DOESN'T APPLY AT THIS CONNECTION.
 19-FLOOD ZONE A8; NEED TO PROVIDE
 BUILDING INSPECTOR WITH THE ELEVATION
 CERTIFICATE.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-08-13 Cont ID  
Sent By jgomez Date 2002-08-13 Time 17:36 Rev Time 0.00
Received By jgomez Date 2002-08-13 Time 17:36 Sent To  
Notes
2002-08-13 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS & CALCS.
 CLARIFY HOW ARE WIND LOADS BEING
 TRANSFERED TO THE FLOOR AND CEILING
 DIAPHRAGMS. SEE SECTIONS 1606.2.4,
 2105 AND 2107 FBC 2001.
 2-NEED RECORDED NOTICE OF COMMENCEMENT.
 3-SEE COMMENTS ON PLANS. PLEASE RETURN
 REVIEWED SET AFTER CORRECTIONS ARE
 DONE TO EXPEDITE REVIEW PROCESS.
 4-SPECIFY FIRECUTS ON STRUCTURAL DWGS
 ALSO. SEC. 2305.1.4 FBC 2001.
 5-PROVIDE SOIL TEST REPORT.
 6-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS. NEED KEY PLAN, INSTALLATION
 SCHEDULE AND PRODUCT APPROVAL WITH
 MATCHING LEGIBLE DRAWINGS.
 7-PROVIDE PRODUCT APPROVAL:
 A)ENTRY DOORS WITH LEGIBLE DRAWINGS.
 B)ARCHED WINDOWS WITH LEGIBLE DRAWINGS
 THAT MATCH THE PRODUCT APPROVAL.
 C)GLASS BLOCK COMPLETE UL SPECIFICATIONS
 FOR ONE HOUR FIRE RATED ASSEMBLY AS
 REQUIRED BY TABLE 600 FBC 2001.
 8-REVISE DETAIL FOR 2X STRUCTURAL BUCK
 REQUIRED BY THE PRODUCT APPROVAL. SEE
 DETAIL SUBMITTED & DETAIL FOR FRAMING
 @ ARCHED OPENINGS. THEY DON'T MATCH.
 9-SPECIFY FIREBLOCKING SIZE AND LOCATION
 AT STAIRS, INCLUDING AT TOP OF STAIRS.
 SEC. 2305.1.4 FBC 2001.
 10-REVISE CONNECTORS SPECIFIED AT TOP OF
 FRAMING WALLS. CONNECTOR SPECIFIED IS
 DESIGNED TO BE EMBEDED INTO CONCRETE.
 NEED WOOD TO WOOD CONNECTOR.
 11-PROVIDE COMPLETE DETAILS & SPECS FOR
 CONSTRUCTION AND INSTALLATION OF WOOD
 FRAMED SHEAR WALL. SEE SEC. 2313 FBC.
 SPECIFY ALL FASTENERS AT THE ENDS AND
 CORNERS. AT FRAMING OF OPENINGS, ETC.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-07-06 Cont ID  
Sent By btrobaug Date 2002-08-08 Time 11:35 Rev Time 0.00
Received By jgomez Date 2002-07-06 Time 16:41 Sent To  
Notes
2002-07-06 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE ATTIC SIZE. 36"MIN. SEC 2309.6
 3-CLARIFY SIZE OF EGRESS WINDOWS. 24SH
 AND 34SH WINDOWS DON'T MEET THE MIN.
 CLEAR HEIGHT & CLEAR OPENING REQUIRED
 BY SEC. 1005.4.4 FBC 2001. ARE THESE
 CUSTOM MADE WINDOWS?
 4-SPECIFY FIREBLOCKING MATERIAL AND
 LOCATION AT STAIRS. SEC. 2305 FBC.
 NOTE: FIREBLOCKING AND DRAFTSTOPPING
 ARE TWO DIFFERENT THINGS.
 5-SPECIFY FIRECUT AT MASONRY WALL AS
 REQUIRED BY SEC. 2305.4 FBC 2001.
 6-PROVIDE SOIL TEST REPORT.
 7-STORM SHUTTERS:
 A)PROVIDE COMPLETE INSTALLATION SCHEDULE
 AND KEY PLAN. SEE CITY SAMPLE.
 B)CLEARLY INDICATE ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS & ANCHOR TYPE AND
 SPACING TO BE USED ACCORDING TO THE
 MEAN ROOF HEIGHT, DESIGN PRESSURES,
 EDGE DISTANCE, PANEL SPAN, CONNECTION
 TYPE AND STRUCTURE TO BE ATTACHED TO
 (CONCRETE BLOCK OR CONCRETE, OR WOOD)
 8-PROVIDE PRODUCT APPROVAL FOR:
 A)SINGLE ENTRY DOOR A SHOWN ON PLANS.
 B)COMPLETE PAN AMERICAN WINDOW MULLION
 PRODUCT APPROVAL.
 C)ARCHED WINDOW NEED LEGIBLE DRAWINGS.
 D)SINGLE HUNG PRODUCT APPROVAL REPORT
 DOESN'T MATCH DRAWINGS SUBMITTED.
 E)ONE HR FIRE RATED GLASS BLOCK ASSEMBLY
 9-PROVIDE UPDATED ORIGINAL LETTER FOR
 MASONRY USED ADDRESSED TO THE CITY OF
 W.P.B. AND THE CONTRACTOR AND SPECIFY
 THE PROJECT WHERE IS GOING TO BE USED.
 10-SHEET C-1 IS MISSING THE INTERNAL
 PRESSURE COEFFICIENT AS REQUIRED BY
 SECTION 1606.1.7 FBC 2001.
 11-PROVIDE GABLE END DETAIL SHOWING
 STRUCTURAL CONTINUITY AS REQUIRED ON
 SECTION 2117 FBC 2001.
 12-REVISE GLASS BLOCK DETAIL. NEED 1 HR
 FIRE RATED ASSEMBLY AS REQUIRED BY
 TABLE 600 FBC 2001. SEE UL LISTING.
 13-MASTER BEDROOM TO HAVE DOOR WITH 29"
 MIN. CLEAR OPENING. SEC. 11-11 FBC.
 14-PROVIDE ATTIC ACCESS ABOVE FRONT AREA
 OF GARAGE. SEC. 2309.6 FBC 2001.
 15-SEE PLANS FOR ADDITIONAL COMMENTS AND
 RETURN REVIEWED SET TO EXPEDITE REVIEW
 16-SPECIFY SUPPORTS FOR CONCRETE SLAB
 WWM. SEE SEC. 1909.3 FBC 2001.
 17-CONNECTOR SPECIFIED FOR FRONT FRAMED
 WALL ARE FOR WOOD TO CONCRETE, NOT FOR
 WOOD TO WOOD APPLICATION. REVISE AS
 REQUIRED. SEE SHEET S-1 FOR COMMENTS.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-08-08 Cont ID  
Sent By sgraham Date 2002-08-08 Time 14:05 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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