Plan Review Details - Permit 02051644
Plan Review Stops For Permit 02051644
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-16 Cont ID  
Sent By btrobaug Date 2002-08-16 Time 12:37 Rev Time 0.00
Received By btrobaug Date 2002-08-16 Time 11:22 Sent To R
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-06-17 Cont ID  
Sent By btrobaug Date 2002-06-17 Time 13:12 Rev Time 0.00
Received By btrobaug Date 2002-06-17 Time 12:58 Sent To R
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-24 Cont ID  
Sent By sthyng Date 2003-03-24 Time 13:37 Rev Time 0.00
Received By sthyng Date 2003-03-24 Time 13:37 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-03-25 Cont ID  
Sent By rregueir Date 2003-03-25 Time 17:59 Rev Time 0.33
Received By rregueir Date 2003-03-25 Time 17:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-03-11 Cont ID  
Sent By sthyng Date 2003-03-24 Time 13:37 Rev Time 0.25
Received By rregueir Date 2003-03-11 Time 17:43 Sent To  
Notes
***NONE***
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 17:55 Rev Time 0.50
Received By hmoser Date 2002-08-15 Time 17:55 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-13 Cont ID  
Sent By hmoser Date 2002-06-13 Time 17:30 Rev Time 0.33
Received By hmoser Date 2002-06-13 Time 17:30 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-08-13 Cont ID  
Sent By jleech Date 2002-08-13 Time 16:37 Rev Time 0.33
Received By jleech Date 2002-08-13 Time 16:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-06-08 Cont ID  
Sent By jleech Date 2002-06-08 Time 09:17 Rev Time 0.33
Received By jleech Date 2002-06-08 Time 09:17 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 13:16 Rev Time 2.50
Received By jgomez Date 2002-10-29 Time 13:16 Sent To  
Notes
2002-10-29 00:00:00APPROVED WITH PROVISO:
 1-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS UNDER A SEPARATE PERMIT.
 2-REVISE TRUSS ANCHOR SCHEDULE TO MATCH
 USP CATALOGUE OR PROVIDE ENGINEERING
 CALCS FOR DIFFERENT VALUES. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 3-PROVIDE COMPLETE UL SPECIFICATIONS FOR
 ONE HR FIRE RATED GLASS BLOCK ASSEMBLY
 AS REQUIRED BY TABLE 600 FBC 2001.
 **ALSO, PRODUCT APPROVAL TO BE LEGIBLE.
 **NOTE: GLASS BLOCK TO BE SAFETY GLASS
 IF FACE THICKNESS IS LESS THAN 0.25"
 SEC. 2405.2.2 FBC 2001.
 4-FLOOD ZONE A8. WILL NEED TO PROVIDE
 THE ELEVATION CERTIFICATE AS REQUIRED
 BY FEMA.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-08-17 Cont ID  
Sent By jgomez Date 2002-08-17 Time 15:49 Rev Time 0.00
Received By jgomez Date 2002-08-17 Time 15:49 Sent To  
Notes
2002-08-17 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 THRU FLOR AND CEILING DIAPHRAGMS
 CONSIDERING THE DOUBLE CEILING AREAS &
 PARTIAL FLOOR DIAPRHAGM WHICH IS
 SUPPORTED ON COLUMNS ON ONE SIDE. SEE
 SEC. 1606.2.4 FBC 2001.
 **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 SIZES,SHAPES
 AND DESIGN PRESSURES BEFORE SUBMITTAL.
 **VERIFY THAT PRODUCT APPROVAL DRAWINGS
 MATCH THEIR REPORTS.
 6-PROVIDE 2X STRUCTURAL BUCK DETAILS FOR
 ARCHED WINDOWS AS REQUIRED BY THE
 PRODUCT APPROVAL.
 **NOTE: NEED DETAILS 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
 SECTION 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: UPDATE CONNECTOR RTPGA812.
 SEMCO IS NOT LONGER IN BUSINESS.
 17-TRUSS UPLIFT CONNECTOR TC-1 SPECIFIED
 ON ROOF FRAMING PLAN IS TO BE EMBEDED
 IN CONCRETE. PROVIDE WOOD TO WOOD
 UPLIFT TRUSS CONNECTOR.
 18-PROVIDE UL LISTING & COMPLETE SPECS
 FOR ONE HR FIRE RATED GLASS BLOCK
 ASSEMBLY REQUIRED BY TABLE 600 FBC.
 REVISE DETAILS AS REQUIRED.
 **NOTE: GLASS BLOCK NEED TO BE SAFETY
 GLASS TYPE IF MINIMUM UNIFORM FACE
 THICKNESS IS LESS THAN 0.25". SEE
 SECTION 2405.2.2 FBC 2001.
 19-PROVIDE ENGINEERED CALCULATIONS AND
 COMPLETE DETAILS/SPECS FOR CONSTRUCT'N
 OF WOOD FRAMED SHEARWALL AT 2ND FLOOR
 (SEE SEC 2313 FBC 2001) FOR CLARIFICA-
 TION OF HOW THE LOADS ARE TRANSFERRED
 GIVEN THE TRANSITIONS FROM MASONRY TO
 WOOD FRAMING TO STEEL COLUMN TO ROOF
 TRUSS TO MASONRY.
 20-FLOOD ZONE A8: NEED TO PROVIDE BLDG
 INSPECTOR WITH ELEVATION CERTIFICATE
 AS REQUIRED BY FEMA.
 21-PROVIDE DETAIL SHOWING ATTACHMENT OF
 DOUBLE 2X BUCK AT ENTRY DOOR. SEE
 MASONRY OPENING AND SIZE OF DOOR.
 22-DETAIL S6. VERIFY SIZE SHOWN. SEE
 FRAMING PLAN AND SIZE SPECIFIED.
 23-SPECIFY CONNECTOR AT EACH END OF MAIN
 GIRDER TRUSS SHOWN ON ROOF FRAM'G PLAN
 **CHECK ROOF FRAMING PLAN FOR OTHER
 CONNECTORS NOT SPECIFIED.
 24-CLARIFY DETAIL S5 AT CONT. STEEL COL.
 25-SPECIFY COMPLETE SIZE (INCLUDING
 LENGTH) OF ANCHORS AT STEEL COLUMN
 FOOTING DETAILS.
 26-DETAILS R6 AND R7: CLARIFY SPACING OF
 LAG BOLTS (24" OR 16"). ALSO, SPECIFY
 HOW LONG ARE THE BOLTS.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-08-12 Cont ID  
Sent By btrobaug Date 2002-08-16 Time 12:37 Rev Time 0.00
Received By jgomez Date 2002-08-12 Time 16:13 Sent To  
Notes
2002-08-12 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS & CALCS.
 CLARIFY HOW ARE WIND WINDLOADS BEING
 CONTINUOUSLY TRANSFERED TO THE FLOOR
 & 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 FIRE CUTS ON STRUCTURAL DETAIL
 SECTIONS ALSO. SEC. 2105.1.4 FBC 2001.
 5-PROVIDE SOIL TEST REPORT.
 6-PROVIDE COMPLETE INFORMATION FOR STORM
 SHUTTERS. KEY PLAN AND COMPLETE INSTA-
 LLATION SCHEDULE. PRODUCT APPROVAL W/
 MATCHING LEGIBLE DRAWINGS.
 7-PROVIDE PRODUCT APPROVAL FOR:
 A)ENTRY DOOR WITH LEGIBLE DRAWINGS.
 B)ARCHED WINDOWS WITH DWGS THAT MATCH
 THE PRODUCT APPROVAL.
 C)GLASS BLOCK COMPLETE UL SPECIFICATIONS
 FOR ONE HR FIRE RATED ASSEMBLY.
 8-REVISE DETAIL FOR 2X STRUCTURAL BUCK
 REQUIRED BY THE PRODUCT APPROVAL. SEE
 DETAIL SUBMITTED AND DETAIL FOR FRAM'G
 AT ARCHED OPENINGS. THEY DON'T MATCH.
 9-SPECIFY FIREBLOCKING SIZE AND LOCATION
 AT STAIRS, INCLUDING AT TOP OF STAIRS.
 SEC. 2105.1.4 FBC 2001.
 10-REVISE CONNECTORS SPECIFIED AT TOP
 OF FRAMING WALLS. NEED WOOD TO WOOD
 CONNECTOR. CONNECTOR SPECIFIED IS TO
 BE EMBEDED IN CONCRETE.
 11-PROVIDE COMPLETE DETAILS AND SPECS
 FOR CONSTRUCTION AND INSTALLATION OF
 WOOD FRAMED SHEAR WALL. SEE SECTION
 2313 FBC 2001.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-20 Cont ID  
Sent By btrobaug Date 2002-06-17 Time 13:12 Rev Time 3.50
Received By jgomez Date 2002-06-20 Time 16:46 Sent To  
Notes
2002-06-20 00:00:00CHECKLIST:
 1-NEED RECORDED NOTICE OF COMMENCEMENT.
 2-REVISE SIZE OF ATTIC ACCESS. NOTE #14.
 36" MIN.(NOT 30"). SEC. 2309.6 FBC.
 3-CLARIFY SIZE OF EGRESS WINDOWS. 24SH &
 34SH DON'T PROVIDE 24" MIN. CLEAR HT.
 ALSO, 24SH DON'T PROVIDE THE 5.7 S.F.
 MIN. CLEAR OPENING. SEC 1005.4.4 FBC
 4-SEE COMMENTS ON PLANS. PLEASE RETURN
 REVIEWED SET TO EXPEDITE REVIEW.
 5-SPECIFY FIRECUTS AT MASONRY WALL AS
 REQUIRED BY SEC. 2305.4 FBC 2001.
 6-PROVIDE SPECIFICATIONS FOR SOIL AND
 FOOTING PROTECTION WHEN IMPACTED BY
 WATER FROM VALLEYS. SEC. 1804.1.6 FBC.
 7-PROVIDE SOIL TEST REPORT.
 8-DESIGN JOINTS AT CONCRETE SLAB. SEC.
 1909.3 FBC. (OR SPECIFY WWM SUPPORTS.
 SEE SEC. 1909.3 FBC 2001).
 9-STORM SHUTTERS:
 A)PROVIDE COMPLETE INSTALLATION SCHEDULE
 AND KEY PLAN.
 B)CLEARLY INDICATE ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS & ANCHOR TYPE &
 SPACING TO BE USED ACCORDING TO THE
 MEAN ROOF HEIGHT, DESIGN PRESSURES,
 EDGE DISTANCE, PANEL SPAN, CONNECTION
 TYPE AND STRUCTURE TO BE ATTACHED TO.
 10-PROVIDE PRODUCT APPROVAL FOR:
 A)SINGLE ENTRY DOOR AS SHOWN ON PLANS.
 B)COMPLETE DADE COUNTY PRODUCT APPROVAL
 FOR PAN AMERICAN WINDOW MULLIONS SINCE
 WINDOWS USED ARE PANAMERICAN NO LAWSON
 C)ARCHED WINDOWS NEED LEGIBLE DRAWINGS.
 11-PROVIDE UPDATE ORIGINAL LETTER OF
 MASONRY TO BE USED. LETTER TO BE
 ADDRESSED TO CITY OF WPB CLEARLY
 IDENTIFYING PROJECT AND CONTRACTOR.
 12-PROVIDE 2X STRUCTURAL BUCK DETAIL AS
 REQ'D BY PRODUCT APPROVAL SUBMITTED
 FOR ARCHED WINDOWS.
 13-AREA CALCULATIONS DON'T MATCH. SEE
 SHEET C-1 AND A-1. REVISE AS REQUIRED.
 14-BRING BACK DWGS TO PALM BEACH COUNTY
 TO HAVE A/C AREAS REVISED AS REQUIRED.
 15-NEED A COMPLETE BATHRM @ 1ST FL. WITH
 DOOR WITH 29" MIN. CLEAR OPEN'G.
 MASTER BATHRM WATER CL. DOOR DOESN'T
 PROVIDE IT. (NOTE: POWDER RM DOESN'T
 COUNT AS BATHRM) SEC 11-11 FBC 2001.
 16-PROVIDE COMPLETE DETAILS & UL SPECS
 FOR 1HR FIRE RATED GLASS BLOCK
 ASSEMBLY AT ZERO LOT LINE WALL. AS
 REQ'D BY TABLE 600 FBC 2001.
 17-TRUSS ANCHOR SCHEDULE & ROOF FRAMING
 PLAN DON'T MATCH REVISE & CLARIFY.
 18-WHERE IS THE ROOF SHEATHING NAILING
 SCHEDULE? NO SHOWN ON PLANS.
 19-GABLE END DETAIL IS MISSING SOME
 CONNECTORS. ALSO, VERIFY THAT GABLE
 END IS STRUCTURAL CONTINUOUS AS REQ'D
 BY SECTION 2313.4 FBC 2001.
 20-REVISE ENERGY CALCULATIONS TO MATCH
 A/C AREAS THAT MATCH THIS HOUSE. SEE
 SHEET A-1.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-05-31 Cont ID  
Sent By sgraham Date 2002-05-31 Time 14:56 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