Plan Review Notes
Plan Review Notes For Permit 02060558
Permit Number 02060558
Review Stop R
Sequence Number 3
Notes
Date Text
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.


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