Plan Review Details - Permit 02080497
Plan Review Stops For Permit 02080497
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-22 Cont ID  
Sent By btrobaug Date 2002-08-22 Time 09:11 Rev Time 0.50
Received By btrobaug Date 2002-08-22 Time 08:33 Sent To R
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-01-30 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:49 Rev Time 0.00
Received By dpalmer Date 2003-01-30 Time 14:49 Sent To M
Notes
2002-11-01 00:00:00TO JULIO./WRT.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-02-24 Cont ID  
Sent By hmoser Date 2003-02-24 Time 19:36 Rev Time 0.25
Received By hmoser Date 2003-02-24 Time 19:36 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-20 Cont ID  
Sent By dpalmer Date 2003-01-30 Time 14:49 Rev Time 0.50
Received By hmoser Date 2002-08-20 Time 18:20 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-17 Cont ID  
Sent By jleech Date 2002-08-17 Time 11:44 Rev Time 0.33
Received By jleech Date 2002-08-17 Time 11:44 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-11-08 Cont ID  
Sent By jgomez Date 2002-11-08 Time 17:07 Rev Time 2.00
Received By jgomez Date 2002-11-08 Time 17:07 Sent To  
Notes
2002-11-08 00:00:00APPROVED WITH PROVISO:
 1-STORM SHUTTERS:
 A)DESIGN PRESSURES SPECIFIED ON THE INS-
 TALLATION SCHEDULE HAVE LIMITATIONS ON
 PANELS SPAN. SEE PLANS FOR DESIGN PRE-
 SSURES CALCULATED BY THE ARCHITECT AND
 REVISE SCHEDULE AS REQUIRED. ALSO,
 CLARIFY TYPE OF ANCHOR USED, RAWL OR
 CAULK-IN.
 B)MARK ON DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE & SPACING
 TO BE USED.
 2-SPECIFY ANCHOR BOLT SIZE (LENGTH) AND
 WASHER FOR GARAGE STRUCTURAL BUCK.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-09-17 Cont ID  
Sent By btrobaug Date 2002-08-22 Time 09:11 Rev Time 3.00
Received By jgomez Date 2002-09-17 Time 18:31 Sent To  
Notes
2002-09-17 00:00:00CHECKLIST:
 1-PROVIDE ENGINEERING ANALYSIS/CALCS
 SHOWING HOW FLOOR AND ROOF DIAPHRAGMS
 TRANSFER ALL LOADS CONSIDERING THE
 DOUBLE CEILING AREA AND THE PARTIAL
 FL. DIAPHRAGM SUPPORTED ON WD COLUMNS
 WITH TOP AND BOTTOM CONNECTORS THAT
 DON'T TRANSFER RESIST LATERAL LOADS.
 SEC. 1606.2.4 FBC 2001 & SEC 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 2-NEED RECORDED NOTICE OF COMMENCEMENT.
 3-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS.
 4-PROVIDE PRODUCT APPROVAL FOR GARAGE
 SIDE DOOR AND PRODUCT APPROVAL WITH
 LEGIBLE DRAWINGS FOR GARAGE DOORS.
 5-SPECIFY FIREBLOCKING MATERIAL AND LO-
 CATION AT STAIRS. SEE SEC. 2305.1.4.
 6-PROVIDE GENERAL SPECIFICATIONS FOR
 REQUIRED FIREBLOCKING AT ALL CONCEALED
 SPACES. SEE SEC. 2305.1.4 FBC 2001.
 7-SHEET C-1: REVISE FOUNDATION NOTE. USE
 0.006 MIL VISQUEEN MIN. SEC. 1909.2.
 8-PROVIDE SAFETY GLASS IN WINDOW AT 1ST
 FLOOR BATHROOM. SEC. 2405.2 FBC 2001.
 9-PROVIDE STRUCTURAL DETAIL AT RECESSED
 WINDOWS TO ALLOW FOR STORM SHUTTERS
 INSTALLATION. SEE PRODUCT APPROVAL FOR
 LIMITATIONS AND REQUIRED ENGINEERING.
 10-24SH WINDOW AT MASTER BEDROOM DOESN'T
 PROVIDE 24" MIN. CLEAR HT. & 5.7 S.F.
 MIN. CLEAR OPENING. SEC. 1005.4.4 FBC.
 11-REVISE NOTE #1 ON STAIR KEY NOTES.
 HEIGHT OF HANDRAIL TO BE BET. 34" AND
 38" HIGH MAX. SEE SEC. 1007.5.1 FBC.
 12-SHEET A-7: A) SOME INFORMATION IS
 OVERLAPPING. B)NOTE #9: REVISE SIZE
 OF LEDGER. SEE 2ND FLOOR FRAMING PLAN.
 C)REVISE HANDRAIL HEIGHT ON STAIR
 SECTION AS WELL.
 13-SHEET S-1: A) CLARIFY REINFORCING FOR
 FOOTING F5530. B) LINTEL SCHEDULE DOES
 NOT MATCH PLANS. REVISE AS REQUIRED.
 14-SPECIFY FIRECUT REQUIREMENTS ON THE
 STRUCTURAL WALL SECTIONS. SEC. 2305.4.
 15-REVISE TRUSS CONNECTOR SCHEDULE TO
 MATCH USP PUBLISHED VALUES OR PROVIDE
 ENGINEERED CALCS FOR DIFFERENT VALUES.
 16-SHEET S-2: SECTION 1 AND SECTION 2
 HAVE DIFFERENT SPECS. REVISE AS REQ'D.
 17-ROOF SHEATHING & NAILING STATEMENT &
 DIAPHRAGM SCHEDULE HAVE DIFFERENT
 SPECS. CLARIFY/REVISE AS REQUIRED.
 18-IDENTIFY ROOF NAILING ZONES. SEE
 TABLE 2306.1 CITY AMENDMENTS TO FBC.
 19-SPECIFY CONNECTORS FOR GIRDER TRUSS
 AT GARAGE ROOF FRAMING PLAN. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 20-REVISE ENERGY CALCULATIONS:
 A)A/C AREA DOESN'T MATCH PLANS.
 B)THERE IS NOT ADJACENT FRAMING, BUT
 ADJACENT MASONRY. REVISE AS REQUIRED.
 C)OWNER/AGENT TO DATE BOTTOM OF FORM
 WHEN SIGNING IT.
 21-SEE GARAGE DOOR PRODUCT APPROVAL FOR
 STRUCTURAL BUCK REQUIREMENTS & REVISE
 DETAIL AS REQUIRED. SPECIFY WASHER
 SIZE. SEC. 104.2.1.2 CITY AMENDMENTS.
 22-SHEET S-1: CLARIFY TYP. DETAIL AT
 BOND BEAM ELEVATION CHANGE. IS IT 1#7
 OR 1#5?. SEE BB SPECS.
 ALSO, CLARIFY REINFORCEMENT FOR PRIVA-
 CY WALL. IS IT 1#7 OR 2#5?. SEE FLOOR
 PLAN AND SECTION 6.
 23-SHEET A-2: UPDATE PLUMBING NOTE. USE
 FPC 2001, NOT SBC 1994.
 24-SPECIFY SPACING FOR WWM SUPPORTS IN
 CONCRETE SLAB. SEC. 1909.3 FBC 2001.
 25-REVIEW ROOF FRAMING PLAN AND REVISE
 AS REQUIRED: SOME SPECIFIED CONNECTORS
 DON'T RESIST THE UPLIFT LOADS THAT
 WERE CALCULATED ON ROOF FRAMING PLAN.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-11-08 Cont ID  
Sent By jgomez Date 2002-11-08 Time 17:06 Rev Time 0.00
Received By jgomez Date   Time   Sent To  
Notes
2002-11-08 00:00:00APPROVED BY SHIRLEY 8-06-02.


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