Plan Review Notes
Plan Review Notes For Permit 20030557
Permit Number 20030557
Review Stop B
Sequence Number 2
Notes
Date Text
2020-04-14 15:39:39CARPORT ENCLOSURE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
  
 CORRECTIONS NEEDED -
 1) PLEASE SHOW THE WIND LOAD CALCULATIONS TO COMPLY
 WITH THE WIND LOADS OR HAVE THE DRAWINGS SIGNED AND
 SEALED BY AN ARCHITECT OR ENGINEER. FBC 1609
 FBC R301.2.1.1WIND LIMITATIONS AND WIND DESIGN
 REQUIRED.
 THE PRESCRIPTIVE PROVISIONS OF THIS CODE FOR WOOD
 CONSTRUCTION, COLD-FORMED STEEL LIGHT-FRAME
 CONSTRUCTION, AND MASONRY CONSTRUCTION SHALL NOT APPLY
 TO THE DESIGN OF BUILDINGS WHERE THE ULTIMATE DESIGN
 WIND SPEED, VULT, FROM FIGURE R301.2(4) EQUALS OR
 EXCEEDS 115 MILES PER HOUR (51 M/S).
 FBC 1609.1.1DETERMINATION OF WIND LOADS.
 WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE
 DETERMINED IN ACCORDANCE WITH CHAPTERS 26 TO 30 OF ASCE
 7 OR PROVISIONS OF THE ALTERNATE ALL-HEIGHTS METHOD IN
 SECTION 1609.6
 PLEASE SHOW THE COMPLETE CALCULATIONS.
  


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