WS-04-20-706 (1)GENERAL NOTES
This Signed and Sealed Design Applies to the Installation of New I" x PT
Wood Bucks to Existing Substrates, As Shown. No Other Warranty, Express
or Implied is Intended.
This Design is Based on Information Provided to the Engineer by the
Contractor. Contractor Shall Field -Verify Existing Conditions and
Immediately Note Engineer of Any Discrepancies Herein. This Design
Shall Not Be Valid if Existing Conditions Are Other Than as Shown Herein
All Work Shall be Performed in Accordance with the Florida Building
Code, 6th Ed. (2017) and Local Codes and Ordinances that May Apply.
DESIGNNOTES
Wind Loads Calculated in Accordance with FBC, 6th Ed. (2017) and
ASCE 7-10:
Vult=175 mph, Fxp=D
%4 Tapcons in Single
Staggered Row, 1 T o/c, 4"
from Ends (Min. 13/4"
Embedment, Min. 21/2 Edge
Distance in Concrete)
Existing Concrete—J 1" x PT
or Grout Filled Wood
Masonry Block
NOTE:
New Bucks Shall Extend Beyond the Interior Face of the Window Frame Such that Full Support
of the Frame is Provided and Bucks Will Adequately Transfer the Loads Imposed upon Them
to the Surrounding Structure, Meeting the Requirements of the FBC 6th Ed. (2017).
All New PT Wood Shall Be Min. Grade 2.
CATEGORY
Engineerfng Services, Inc.
1600 S. Federal Highway. #207
Pompano Beach, FL 33062
(954) 784-6991
WOOD BUCKS FASTENING TO EXISTING SUBSTRATES
Rozo Residence, j10151 NE 14 Ave, Miami Shores, FL
Dwg: #AS R 1180125 1 Rev: 0 I By: ME Sheet: 1 of 1 Date: January 25, 2018 No
Revisions
Emma T. Mellinger, P.E.
FL PE #50049
CA #25854
GENERAL NOTES
This Signed and Sealed Design Applies to the Installation of New I "x PT
Wood Bucks to Existing Substrates, As Shown. No Other Warranty, Express
or Implied is Intended.
This Design is Based on Information Provided to the Engineer by the
Contractor. Contractor Shall Field -Verb Existing Conditions and
Immediately Notes Engineer of Any Discrepancies Herein. This Design
Shall Not Be Valid if Existing Conditions Are Other Than as Shown Herein
All Work Shall be Performed in Accordance with the Florida Building
Code, 6th Ed. (2017) and Local Codes and Ordinances that May Apply.
DESIGN NOTES
Wind Loads Calculated in Accordance with FBC, 6th Ed. (2017) and
ASCE 7-10:
V ul t=175 mph, Exp=D
%4 Tapcons in Single
Staggered Row, 12" o/c, 4"
from Ends (Min. I Y4"
Embedment, Min. 21/2 Edge
Distance in Concrete)
Existing Concreted 1" x PT
or Grout Filled Wood
Masonry Block
NOTE:
• New Bucks Shall Extend Beyond the Interior Face of the Window Frame Such that Full Support
of the Frame is Provided and Bucks Will Adequately Transfer the Loads Imposed upon Them
to the Surrounding Structure, Meeting the Requirements of the FBC 6th Ed. (2017).
■ All New PT Wood Shall Be Min. Grade 2.
CATEGORY
Engineering Services, Inc.
1600 S. Federal Highway. #207
Pompano Beach, FL 33062
(954) 784-6991
WOOD BUCKS FASTENING TO EXISTING SUBSTRATES
Rozo Residence, 10151 NE 14 Ave, Miami Shores, FL
Dwg�#AS R 1180125 I Rev: 0 I By: ME Sheet: 1 of 1 I Date: January 25, 2018 No.
Revisions
Emma T. Mellinger, P.E.
FL PE #50049
CA #25854