HomeMy WebLinkAboutS_201-FirstFloorStructuralPlan1 2 3 4 5 6 8 9 10 11 12
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2'-0"10'-0"10'-0"2'-0"10'-0"10'-0"10'-0"2'-0"10'-0"10'-0"2'-0"
H 2'-0"12'-0"8'-0"2'-0"8'-0"6'-0"26'-3 3/8"2'-11"1'-1"4'-0"4'-0"4'-0"
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S510
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8'-0"
W1 W1
COORD w/ CIVIL FOR
PLANTER REQMTS
ROOF FRAMING NOTES
1. INDICATED SHEAR WALL LENGTHS ARE REQUIRED MINIMUMS,
CONTRACTOR MAY ELECT TO INCREASE LENGTH AS DESIRED FOR
CONSTRUCTABILITY.
2. FOR ADDL FRAMING REQUIREMENTS SEE S301. DESIGNATIONS ARE AS
FOLLOWS:
A. BEAMS/HEADERS ARE TAGGED INDIVIDUALLY
B. SQUARES DESIGNATE JOIST
C. DIAMONDS DESIGNATE WALLS
3. ALL DIMENSIONS ARE FROM FACE OF EXTERIOR WOOD STUD, UNO.
ARCHITECTURAL DIMENSION TAKE PRECEDENT OF DIMENSIONS SHOWN
ON THE STRUCTURAL DRAWINGS.
4. PROVIDE TRUSS BRACING AS REQUIRED BY TRUSS MANUFACTURER.
5. FASTEN 2x10 ROOF JOIST w/ SDWS2712100G TIMBER SCREW THROUGH
JOIST INTO GLULAM BEAM. THIS IS TO OCCUR EVERYTIME A JOIST
CROSS OF A GLULAM BEAM.
6. COORDINATE TRUSS BEARING ELEVATIONS w/ ARCH DRAWINGS
7. FOR ROOF DECK THICKNESS, FASTENING AND BLOCKING
REQUIREMENTS, SEE S601.
8. PROVIDE 2X4 DFL T&G CEILING BOARDS. SEE ARCH FOR ADDL REQMTS
9. ALL EXTERIOR WOOD IS TO BE COATED PER ARCHITECTURAL
DRAWINGS. EXTERIOR WOOD IS TO BE PROTECTED AND MAINTAINED.
10. SEE S200 FOR ADDL FOUNDATION REQUIREMENTS
11. PROVIDE STRAPS WHERE INDICATED BY BLUE DASHED LINE. BELOW IS
A BREAKDOWN OF STRAP REQUIREMENTS AS A FUNCTION OF THE
LENGTH ("L") OF THE DIAPHRAGM ON EITHER SIDE OF SHEAR WALL.
EXAMPLE BELOW. STRAPS REQUIRED AT EACH JOINT.
A. STRAP 01
a. 0%-25% x "L" -ST6215 w/ (2)BLOCKING STUDS PER 5/S610
b. 25%-50% x "L" -LSTA15
c. >50% x "L" -LSTA9
d. @SHEARWALL -ST6215 w/ (2)BLOCKING STUDS PER 5/S610
B. STRAP 02
a. 0%-25% x "L" -ST22
b. 25%-50% x "L" -LSTA15
c. >50% x "L" -LSTA9
d. @SHEARWALL -ST22
SW"L""L"
>50%50%25%
GENERAL:
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, STRUCTURAL SYMBOLS
AND NOTATIONS, STATEMENT OF SPECIAL INSPECTIONS AND LOADING
DIAGRAMS.
2. SEE S1 SERIES SHEETS FOR PLAN VIEWS.
3. SEE S3 SERIES SHEETS FOR SCHEDULES AND ASSOCIATED DETAILS.
4. SEE S5 SERIES SHEETS FOR FOUNDATION DETAILS.
5. SEE S6 SERIES SHEETS FOR FRAMING SECTIONS.
6. SEE ARCHITECTURAL DOCUMENTS FOR DIMENSIONS NOT SHOWN,
OPENINGS, AND COORDINATE ROUGH OPENING SIZED WITH
INDIVIDUAL TRADES. COORDINATE BEARING ELEVATIONS WITH
ARCHITECTURAL.
7. COORDINATE WITH ARCHITECTURAL & CIVIL FOR SITE INFORMATION.
8. SEE ARCHITECTURAL SITE PLAN FOR BUILDING ORIENTATION.
9. SHEAR WALL ANCHORS AND HOLDOWN EMBEDMENT PLATE TO BE CAST
IN PLACE. COORDINATE WITH SHEET S201.1
PLAN NOTES
STRUCTURAL WALL
SCHEDULE
WALL
MARK DESCRIPTION
W1
W2
2x6 @16" OC
2x6 @12" OC
REMARKS
SPF #2
SPF #2
WALL NOTES:
1. ALL TOP PLATES & SILL PLATES TO BE
SP#1 (SPF PLATES NOT ALLOWED)
W3 2x4 @16" OC SPF #2
PERMIT SETDrawn By:
Designed By:
Project No:
Date:
151 W. 4th Street,
Suite 700A
Cincinnati, OH 45202
O: (513) 409.2337
www.kpff.com
TAVERN AT PROSCENIUM 122 Proscenium ParkwayCarmel, IN 46032S201
LR
2400017
03/19/2024
FIRST FLOOR
STRUCTURAL PLAN
RWNOVO Development GroupSCALE: 1/4" = 1'-0"
FIRST FLOOR STRUCTURAL PLAN1
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