HomeMy WebLinkAboutS_202-FramingPlan1 2 3 4 5 6 8 9 10 11 12
A
B
C
D
E
F
G
1
S400
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2
S400
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3
S400
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H
24" WOOD TRUSSES
@ 24" OC
B/TRUSS (10'-3 1/2")24" WOOD TRUSSES @ 24" OCB/TRUSS (10'-3 1/2")(3) 2x12 (3) 2x12
(3) 2x10
(3) 2x10 (3) 2x12
(3) 2x12(3) 2x12(3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x127
(3)18LVL(3) 2x10
24" WOOD
TRUSSES
@ 24" OC
B/TRUSS (9'-0")GL 6.75x12GL 6.75x12GL 6.75x12GL 6.75x12GL 6.75x12GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
GL 6.75x12
6'-1 1/2"4'-0"4'-0"4'-0"4'-0"1'-2"3'-10"SPACE JOIST EQ7"13'-4 7/8"2'-0"4'-0"4'-0"4'-0"4'-0"6'-1 3/4"2'-0"12'-0"8'-0"2'-0"8'-0"6'-0"26'-3 3/8"2'-0"10'-0"10'-0"2'-0"10'-0"10'-0"10'-0"2'-0"10'-0"10'-0"2'-0"(3) 2x121'-6"2'-10"8"2'-0"1'-8"3'-2"2'-0"1'-7"2'-11"1'-2"1'-3"1'-6"2'-11"1'-8"1'-8"(3) 2x10
(3) 2x10
(3) 2x12(3) 2x12
2'-10"1'-4"1'-9"1'-11"2'-10"1'-2 3/4"2'-0"2'-0"1'-11"1'-7"3'-6"
2'-8"2'-8"2'-3 1/2"COORD OPNG REQMTS
w/ TYPICAL DETAILS, TYP
COORD WITH MECH FOR
EQUIPT WEIGHTS AND
FINAL LOCATION
1'-5"
1'-2"
6'-1"2x10 JOISTS @ 16" OC2x10 JOISTS @ 16" OC
8
S610
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11
S610
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PROVIDE HUS412
HANGER AT CONN
FRAMES OPENS w/ TRUSS
GIRDERS, SEE TYPICAL
DETAILS FOR ADDITIONAL
REQMTS, TYP
12
S610
______1
S611
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2
S611
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4
S611
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3
S611
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4
S611SIM______
5
S611
______6
S611
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7
S611
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7
S611SIM______
2x10 JOISTS @ 12" OC
(2)2X10 FACE MOUNTED
JOIST NAIL AT EACH JOIST
w/ (4) 10d COMMON NAILS
AT EA JOIST
(2)2X10
8
S610SIM______7'-2 1/2"2'-4 7/8"1'-11 3/8"10
S611
______
10
S610
______GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5GL-3.5x7.5
3'-0"
2x10@16" OC
2x10@16" OC
CONN SIM TO
1/S610, TYP(3) 2x10
6
S610
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7
S610
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7
S610
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4
S610
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3
S610
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(2)LSTA18 STRAP EA SIDE OF LVL.
CONNECT LVL TO SW TOP PLATES
(2)2x10 (2)2x1013
S610
______GL 6.75x9GL 6.75x9SEE HIGH ROOF FRAMING
PLAN FOR MECH
PLATFORM REQMTS
HANG BEAM FROM COL w/
CBH2.37x5.5B HANGER TYP
2X10 LEDGER BOARD w/
3/8" LAG STREWS @ 16" OC
HANG JOIST w/ LUS210 2x10 JOISTS @ 16' OC10LVL10LVL(2)2x6 EA SIDE
THRU BOLT PER
SECTION
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
HEADER & BEAM
SCHEDULE
MARK
(2)2x10
REMARKS
SOUTHERN PINE GR#1
BEAM & HEADER NOTES:
1. SEE TYP DETAILS FOR NAILING REQMTS
2. ALL JACK POST NEED (2)2x KING STUDS
POST (JACK)
(3)2x10
(3)2x12
SOUTHERN PINE GR#1
SOUTHERN PINE GR#1
(2)2x6
(2)2x6
(3)2x6
(3)18LVL (3)1.75"x18" VERSALAM 1.8E 2650 SP (3)2x6
10LVL 5 1/4"x9.25" VERSALAM 1.8E 2650 SP N/A
GL6.75x GLULAM, SEE GENERAL NOTES (3)2x6
POST SCHEDULE
POST
MARK DESCRIPTION
(2)2x6
(3)2x6
(4)2x6
(5)2x6
(5)2x4
SOUTHERN PINE GR#1
SOUTHERN PINE GR#1
SOUTHERN PINE GR#1
SOUTHERN PINE GR#1
SOUTHERN PINE GR#1
NOTES:
1. ALL KING STUDS ARE (2)2x, TYP
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 46032S202
LR
2400017
03/19/2024
LOWER ROOF
FRAMING PLAN
RWNOVO Development GroupSCALE: 1/4" = 1'-0"
LOWER ROOF FRAMING PLAN1
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