Plan Review Details - Permit 01101025
Plan Review Stops For Permit 01101025
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-11-14 Cont ID  
Sent By dpalmer Date 2001-11-14 Time 15:24 Rev Time 0.00
Received By dpalmer Date 2001-11-14 Time 15:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-11-10 Cont ID  
Sent By hmoser Date 2001-11-10 Time 12:54 Rev Time 0.50
Received By hmoser Date 2001-11-10 Time 12:54 Sent To  
Notes
2001-11-10 00:00:00NO MECHANICAL PERMIT NUMBER ON THIS
 APPLICATION 11/10/01H.M.
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-11-08 Cont ID  
Sent By jleech Date 2001-11-08 Time 17:50 Rev Time 0.33
Received By jleech Date 2001-11-08 Time 17:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-12-05 Cont ID  
Sent By rmcdouga Date 2001-12-05 Time 15:48 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-12-05 00:00:00*************BUILDING UNSAT*************
  
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) PROVIDE A COMPLETED DESIGN COMPLIANCE
 FORM OR PROVIDE ALL OF THE DESIGN
 PARAMETERS AND ASSUMTIONS ON THE PLANS.
 SEE ATTACHED FORM.
  
 4) PROVIDE EGRESS EXIT DOOR OF THE SIDE
 SWINGING TYPE WITH A CLEAR OPENING OF
 NOT LESS THAN 32" WIDE. 97 SBC
 1012.1.1,1012.1.2
  
 5) ONE HOUR RATED GLASS BLOCK IS
 REQUIRED IN EXTERIOR WALLS WITHIN 0-3 FT
 OF PROPERTY LINE PER 97 SBC TABLE 600 &
 SECTION 2112.1.2.
  
 6) UPDATE THE CONCRETE NOTES TO THE 97
 SBC REFERENCED STANDARDS C94-94 AND
 ACI 318-95.
  
 7) THE GLASS BLOCK IN THE MASTER BATH IS
 IN A HAZARDOUS LOCATION AND IS REQUIRED
 TO HAVE A MINIMUM UNIFORM FACE THICKNESS
 OF 0.25 INCH PER SBC 2405.2. PLEASE
 INDICATE THIS ON PLANS.
  
 8) THE WINDOW IN BATH #2 IS LOCATED IN A
 HAZARDOUS LOCATION AND IS REQUIRED TO
 HAVE SAFETY GLAZING.
  
 9) DETAIL #38 ON A-13 INDICATES THE
 BOTTOM OF THE FOOTING 8" BELOW GRADE.
 THE MINIMUM IS 12" BELOW GRADE PER SBC
 1804.1.3. PLEASE CORRECT.
  
 10) THE BENDING DIAGRAM ON A-13 IS
 PRINTED IN UPSIDE DOWN. PLEASE CORRECT.
  
 11) PROVIDE LISTING INFORMATION AND
 MANUFACTURERS SPECIFICATIONS FOR BBQ.
 97 SBC 2808
  
 12) PROVIDE ACCESS TO ATTIC SPACE FROM
 SECOND FLOOR PER 97 SBC 2309.6.
  
 13)PROVIDE DETAILS FOR STAIRS, HANDRAILS
 AND GUARDRAILS. INDICATE RISER & TREAD
 DIMENSIONS, HANDRAIL DIMENSIONS & HEIGHT
 AND GUARDRAIL HEIGHT, INTERMEDIATE RAIL
 SPACING, ATTACHMENT DETAILS, ETC. 97 SBC
 1007.3, 1007.5, 1015 AND 1608.2
  
 14) INDICATE FIREBLOCKING AT STAIRS PER
 SBC 2305.1.4.
  
 15) SPECIFY THE LENGTH OF THE 1/2"
 ANCHOR BOLTS USED TO ATTACH THE 2X6 PT
 ON THE GARAGE DOOR JAMB DETAIL ON A-6.
  
 16) CLARIFY HOW THE (2) 8X22 L-6 LINTELS
 WILL BEAR ON THE C-9 STEEL COLUMN AND
 COMPLY WITH THE 4" MINIMUM END BEARING
 REQUIRED BY CODE. SBC 2101.3.1
  
 17) THE DIMENSIONS FOR DETAIL 19 ON A-14
 ARE MISPRINTED.
  
 18) DETAIL 21 ON A-14 IS MISSING THE
 DIMENSIONS FOR HEIGHT OF FLANGES AND
 BOLT SPACING.
  
 19) THE TRUSS CONNECTOR SCHEDULE ON A-14
 LISTS SEMCO CONNECTORS, PLEASE NOTE THAT
 SEMCO HAS BEEN PURCHASED BY USP AND THE
 LOAD CAPACITIES MAY HAVE CHANGED.
  
 20) INDICATE ON PLANS THAT ADEQUATE
 SUBSTRATE FOR ANCHORING STORM PANELS
 WILL BE PROVIDED AT GLAZED OPENINGS IN
 THE WOOD FRAME SECTION OF THE STRUCTURE.
  
 21) INDICATE THE SPECIFIC TYPES OF
 FASTENERS THAT WILL BE USED TO ATTACH
 THE STORM PANELS TO THE WOOD FRAME
 SECTION OF THE STRUCTURE.
  
 22) PROVIDE CURRENT PRODUCT APPROVALS
 FOR ROOF TILE AND SINGLE HUNG WINDOWS.
 THE ONES THAT WERE SUBMITTED HAD EXPIRED
 PRIOR TO APPLYING FOR THE PERMIT.
  
 23) PROVIDE PRODUCT APPROVALS FOR ARCHED
 TOP FIXED GLASS WINDOWS.
  
 24) PROVIDE PRODUCT APPROVALS FOR ALL
 COMPONENTS OF THE LARGE FIXED GLASS
 WINDOW ASSEMBLY AT THE LIVING ROOM. THE
 COMPONENTS MUST BE TESTED AND APPROVED
 FOR THIS TYPE OF ASSEMBLY AND MEET OR
 EXCEED THE REQUIRED WIND LOADS FOR THE
 STRUCTURE. PLEASE PROVIDE ADDITIONAL
 DETAILS THAT INDICATE THE COMPONENTS AND
 THE METHOD OF ATTACHMENT.
  
 25) REVIEW THE MASONRY OPENING SIZE ON
 A-4 FOR THE LARGE FIXED GLASS LIVING
 ROOM WINDOW. IT APPEARS TO BE IN ERROR.
 REVIEW THE POSITIVE AND NEGATIVE
 PRESSURES ON THIS WINDOW.
  
 26) PROVIDE A COMPLETED CITY OF WPB SITE
 SPECIFIC PRODUCT APPROVAL FORM FOR THE
 TWO FIXED GLASS WINDOWS AT THE STEEL
 COLUMN AT THE BREAKFAST ROOM, IN
 ADDITION TO THE DRAWING SUBMITTED BY THE
 ENGINEER. THE COMPLETED FORM MUST BE
 SIGNED, SEALED AND DATED BY THE ENGINEER
 CERTIFYING THE COMPONENTS AND BY THE
 DESIGNER OF RECORD OF THE STRUCTURE
 ACKNOWLEDGING THAT THE ASSEMBLY AND
 INSTALLATION WILL BE SUFFICIENT TO
 BE USED IN HIS STRUCTURE AND COMPLY
 WITH CODE. (FORM ATTACHED)
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-11-19 Cont ID  
Sent By sgraham Date 2001-11-19 Time 14:20 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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