Plan Review Notes
Plan Review Notes For Permit 00120087
Permit Number 00120087
Review Stop R
Sequence Number 2
Notes
Date Text
2001-03-12 00:00:00CHECKLIST:
 1-REAR ELEVATION EXCEEDS THE AMOUNT OF
 OPENINGS ALLOWED BY TABLE 600 SBC/97.
 2-SUBMITCOMPLETE SET OF ENGINEERED
 DRAWINGS FOR "ROYAL WALL" SYSTEM
 SHOWING ALL PANELS REINFORCING.
 3-PROVIDE CURRENT SBCCI OR DADE COUNTY
 PRODUCT APPROVAL FOR:
 -SLIDING GLASS DOORS (EXPIRED).
 -GARAGE DOOR THAT MEET THE MINIMUM
 DESIGN PRESSURE CALCULATED BY THE
 ENGINEER (SEE ROOF FRAMING PLAN).
 -ARCHED WINDOW ABOVE ENTRY DOORS.
 -FLAT ROOF SYSTEM.
 4-OWES $1806.45 FOR LOW VALUATION, RADON
 FEES AND WESTERN EXPANSION FEES.
 PLEASE PAY ATTACHED RECEIPT.
 5-STORM PANELS:
 -PROVIDE COMPLETE INFORMATION INCLUDING
 A KEY PLAN AND INSTALLATION SCHEDULE.
 -CLEARLY INDICATE ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS AND ANCHOR TYPE &
 SPACING TO BE USED ACCORDING TO THE
 MEAN ROOF HEIGHT, DESIGN PRESSURES,
 PANEL SPAN, EDGE DISTANCE, CONNECTION
 TYPE AND STRUCTURE TO BE ATTACHED TO.
 -MAY APPLY FOR A SEPARATE PERMIT.
 6-REVISE ENERGY CALCULATIONS:
 -SEE ROYAL WALL DRAWINGS FOR INSULATION
 & MATERIALS USED IN THIS CONSTRUCTION.
 -EXTERIOR FRAMING IS NOT INCLUDED IN
 THE CALCULATIONS. WHY IS IT MISSING?
 7-SOIL TEST REPORT: ENGINEER DIDN'T
 PROVIDE ORIGINAL SIGNATURE AS REQUIRED
 BY CHAPTER 471 OF FLORIDA STATUTES.
 8-PROVIDE COMPLETE DETAIL/SECTION THRU
 WINDOW SEAT AT GARAGE.
 9-SURVEY DOESN'T SHOW THE DRIVEWAY, BUT
 A TEMPORARY WALKWAY. DRIVEWAY PERMIT
 CAN NOT BE ISSUED IF DRIVEWAY IS NOT
 SHOWN.
 10-SCREEN BUILDERS INC. DRAWINGS TO BE
 SITE SPECIFIC. SHOW DETAILS THAT APPLY
 TO ACTUAL INSTALLATION.
 -BOTTOM RAIL SHALL NOT ALLOW A 2"
 SPHERE TO PASS THRU. SEC 1015.3 SBC/97
 NOTE: ENGINEER OF RECORD TO REVIEW
 THESE SHOP DRAWINGS PRIOR TO SUBMITTAL
 TO THIS OFFICE. PROVIDE GENERAL STAMP
 FOR SHOP DRAWINGS REVIEW.
 11-FLOOR PLANS AND EXTERIOR ELEVATIONS
 DON'T MATCH. SEE SLIDING GLASS DOORS
 AT GRAND RM & WINDOWS AT CAFE AREA.
 12-REVISE SPACING OF STEEL COLUMNS THAT
 ARE BETWEEN THE STAIRS. THERE SHALL BE
 36" MINIMUM CLEAR WIDTH OF STAIRS AS
 REQUIRED BY SEC 1007.6.3 SBC 1997.
  
  
  
  
  
  
  
 NOTES:
 -IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ, BUILDING PLAN REVIEWER, AT
 659-8096 EXT. 8232.


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