Plan Review Notes
Plan Review Notes For Permit 00070798
Permit Number 00070798
Review Stop R
Sequence Number 1
Notes
Date Text
2001-01-08 00:00:00CHECKLIST:
 1-PAY IMPACT FEES TO PALM BEACH COUNTY.
 PLEASE BRING RECEIPT AND STAMPED DWGS.
 2-PROVIDE TWO COPIES OF SIGNED, SEALED
 AND DATED SURVEY SHOWING THE BUILDING
 LAYOUT.
 3-PROVIDE SAFETY GLASS AS REQUIRED.
 SEE PLANS FOR COMMENTS. SECTION
 2405.2 SBC 1997.
 4-PROVIDE COMPLETE AIR HANDLING UNITS
 HANGING DETAILS.SPECIFY ALL FASTENERS.
 SECTION 104.2.2 CITY AMENDMENTS.
 5-PROVIDE PRODUCT APPROVALS FOR: BUTT
 GLAZING SYSTEM, CUSTOM MADE KITCHEN
 WINDOW, ENTRY DOORS WITH TRANSOM ABOVE
 ASSEMBLY, REAR FRENCH DOORS WITH SIDE-
 LITES AND TRANSOM ABOVE ASSEMBLY,
 SLIDING GLASS DOORS WITH TRANSOM ABOVE
 ASSEMBLY.
 -NOTE: RESUBMIT GARAGE DOORS PRODUCT
 APPROVAL. DOORS DON'T MEET THE DESIGN
 PRESSURES CALCULATED BY ARCHITECT.
 6-REVISE DESIGN CERTIFICATION FOR BLDG
 CODE COMPLIANCE FORM:
 -MEAN ROOF HEIGHT IS + 21'-6", NOT 16"-
 0". MEAN ROOF HEIGHT IS TAKEN FROM
 GRADE, NOT FROM FINISH FLOOR, TO THE
 AVERAGE POINT OF THE HIGHEST ROOF.
 -REVISE THE BASIC VELOCITY PRESSURE
 ACCORDING TO THE MEAN ROOF HEIGHT.
 -CLARIFY WHICH CRITERIA IS USED: ASCE
 7-95 OR SBC 1997. THIS FORM SAYS ASCE
 BUT DRAWING T-1 SAYS SBC 1997.
 -WHERE IS THE IMPORTANCE FACTOR OF
 1.048 TAKEN FROM?.
 -USE CITY FORM ATTACHED.
 7-FOOTING TF88A DOESN'T APPLY TO THE
 SHOWER RECESS. REVISE AS REQUIRED.
 -COLUMN CC824 AT FAMILY ROOM CORNER BET
 SLIDING GLASS DOORS AND BUTT GLAZING
 DOESN'T APPLY. REVISE AS REQUIRED.
 8-COMPLETELY SPECIFY CEILING CONSTRUCT'N
 AT ENTRY AND REAR PORCHES. INCLUDING
 FASTENER TYPES AND SPACING. SECTION
 2504 SBC 1997.
 9-STORM PANELS TO BE SUBMITTED UNDER A
 SEPARATE PERMIT.
 10-TRUSS DRAWINGS:
 -PROVIDECOMPLETE SET OF ENGINEERED
 TRUSS DRAWINGS PRIOR TO MANUFACTURING.
 -ENGINEER TO SIGN, SEAL AND DATE TRUSS
 LAYOUT AS WELL.
 -ARCHITECT TO REVIEW ALL TRUSS DRAWINGS
 PRIOR TO SUBMITTAL TO THIS OFFICE.
 -NOTE: COORDINATE DESIGN CRITERIA AS
 REQUIRED. ARCHITECT IS USING ASCE 7-95
 WITH 145MPH WIND LOAD, WHILE TRUSS
 LAYOUT CALLS FOR SBC 1997 WITH 110 MPH
 WIND LOAD.
 11-SEE PLANS FOR COMMENTS, INCLUDING
 SHEET T-1. ALSO, SEE COMMENTS BY THE
 OTHER TRADES AND REVISE ORIGINAL
 DRAWINGS AS REQUIRED.
 12-WORKERS COMP. IS EXPIRED. PLEASE
 CHECK WITH PEOPLE AT FRONT COUNTER TO
 UPDATE ALL INSURANCE AND LICENSE INFO.
  
 NOTES:
 -PLEASE RETURN REVIEWED SET AFTER ALL
 CORRECTIONS ARE DONE TO ORIGINAL DWGS
 IN ORDER TO EXPEDITE THE REVIEW PROCESS
 -IF YOU HAVE ANY QUESTIONS, PLEASE FEEL
 FREE TO CALL JULIO GOMEZ AT 659-8096
 EXT. 8232.


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