Plan Review Notes
Plan Review Notes For Permit 18021223
Permit Number 18021223
Review Stop B
Sequence Number 2
Notes
Date Text
2018-06-28 18:03:05****CORRECTIONS****
 W.P.B. PERMIT: 18021223
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1-2. OK
  
 3. [FBC R401.3] DRAINAGE PLAN PROVIDED NEEDS
 ADJUSTMENTS.
 SIDES SHOW DRAINAGE TO ADJACENT PROPERTIES. PLEASE
 PROVIDE PLAN TO INDICATE HOW YOU WILL HANDLE DRAINAGE
 WITHIN SITE. PROVIDE DRAINS SWALES OR GUTTERS TO SHED
 WATER TO THE FRONT AND BACK.
 PROVIDE ELEVATION OF LOWEST FINISHED FLOOR USING
 NAVD88. PROVIDE DRAINAGE ELEVATIONS TO SHOW HOW IT
 MEETS REQUIRMENTS FROM R401.3
  
 4-8. OK
  
 9 ELEVATION LABLES EAST AND WEST ARE REVERSED. WEST
 ELEVATION SHOULD BE LABLED EAST AND EAST SHOULD BE
 LABLED WEST. PUT ELEVATION CALL OUTS ON PLAN SHEET A-1
 AND ADD NORTH ARROW TO PLAN SHEET A-1 FOR CLARITY.
  
 10-11. OK
  
 12. [FBC R301.1]THERE IS A BREAK IN CONTINUITY WHERE
 6X6 WOOD COLUMN TIES INTO RAISED COLUMN. IT APPEARS
 THAT THE INCREASED MOMENT CONNECTION SHOULD BE BRACED
 OR CONTINUED TO THE FOUNDATION. IT APPEARS THAT THE
 CONNECTOR SPECIFIED, AB66, HAS BEEN DISCONTINUED AS IT
 IS NO LONGER AVAILABLEON THE SIMPSON STRONGTIE WEBSITE.
 THE FLORIDA PRODUCT APPROVAL NUMBER IS FOR A 2014
 APPROVAL. NOTE THAT SIMPSON'S PREVIOUSLY AVAILABLE
 DOCUMENTATION FOR THIS CONNECTOR AND THE DOCUMENTATION
 FOR THE REPLACEMENT CONNECTOR STATE:
  
 "POST BASES DO NOT PROVIDE ADEQUATE RESISTANCE TO
 PREVENT MEMBERS FROM ROTATING ABOUT THE BASE AND
 THEREFORE ARE NOT RECOMMENDED FOR NON-TOP-SUPPORTED
 INSTALLATIONS (SUCH AS FENCES OR UNBRACED CARPORTS)."
  
 PLEASE CONTACT ME IF YOU DISAGREE AND WISH TO DISCUSS.
  
 13. OK
  
 14. COMMENT PARTIALLY ADDRESSED.
 THE SOILS REPORT STATES THAT THE BOTTOM OF FOOTER
 SHOULD BE AT LEAST 18" BELOW GRADE. THE PLAN WAS
 UPDATED TO SHOW 18" BELOW FINISHED FLOOR THAT ONLY
 PROVIDES 14" BELOW FINISHED GRADE. PLEASE UPDATE OR
 PROVIDE LETTER SHOWING ANALYSIS OF HOW PROPOSED DESIGN
 WILL MEET THE SOILS TEST REPORT.
  
 15-16. OK
  
 17. A) OK
 B) OK
 C) CORRECT SHEET S-2 TO MATCH NOA # THAT WAS PROVIDED
 (NOA 17-0821.190
 D) OK
  
 18-19. OK
  
  
  


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