HomeMy WebLinkAboutStructural NotesSTRUCTURAL NOTES
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WIEDER ENGINEERING, INC. IS NOT
RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY
PRECAUTIONS AND PROGRAMS.
CODES AND STANDARDS
1. WIND LOADS ARE PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
FOR A 170 MPH ULT WIND SPEED (132 MPH NOMINAL WIND SPEED), EXPOSUF.E D, ENCLOSED BUILDING
(+/-0.18 INTERNAL PRESSURE COEFFICIENT AND RISK CATEGORY 11
2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING -ODE 6 TH Ed. (2017)
3. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE
GENERAL CONTRACTOR SHALL CONSULT THE: ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE
STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT.
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING
WITH THE CONSTRUCTION. DISCREPANCIES :SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK
BOTTOM OF ROOF SLAB
DRILL 2"t HOLE IN WALL'
AT EACH CORNER AT TOP
OF NEW OPENING
GRIND BARS EACH SIDE TO 1/2"t BELOW
SURFACE OF CUT CONCRETE AND PATCH
WITH NON -SHRINK GROUT BY SIKA. USE
SIKA ARMATEC 110 BONDING AGENT PRIOR
TO GROUTING PATCHES, TYP.
SAWCUT TO 2"0 HOLES
AT EACH CORNER,
DO NOT OVERCUT
EXISTING 10" THICK
SHEAR WALL
7� 7 ,.1-------- n
DRILL 2"t HOLE IN WALL
/ JUST ABOVE FLOOR SLAB
HOLE IN SHEAR WALL DETAIL
Scale: 3/4"=V-0"
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE STRUCTURAL PLANS AND SPECIFIATIONS
COMPLY WITH THE APPLICABLE MINIMUM BUILDING
CODES AS DETERMINED BY THE LOCAL
AUTHORITY IN ACCORDANCE WITH FBC 110.8.4.4
AND FLORDIA STATUES CHAPTER 633
PARTIAL PLAN
Scale: 1 /4"= V-0"
KEY PLAN
Scale:
DATE 03/15/10
DRAWN BY : CA
CHECKED : AW
REVMONS :
QIO/I/IS BLDG. DEPT.
COMM TS l I ,_g_�
2 ID/4/I8 BLDG. DEPT.
COMMENTS Datod 10-02-I8
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j �� �v STRUCTURAL ENOINlER
�j 11718 SE FEDERAL HWY ;y373 U6� (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734