HomeMy WebLinkAbout(08) S2-103B1
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BLDG. 2 = THIRD FLOOR FRAMING PLAN • Area B
scALL: 311a' -1'-v
3RD FLOOR: FLOOR FRAMING PLAN NOTES:
1. TOP OF FINISH FLOOR = 872'-11 7/80, TOP OF WOOD TRUSS =- 1 1/2" FROM TOP OF FINISH FLOOR (314" OSB +3/4° GYPCRETE)
2. FLOOR SHEATHING, REF SHEET S2-001, 1 UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES
UNLESS OTHERWISE NOTED.
3. FLOOR FRAMING MEMBERS ARE 185 DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 245 ON CENTER
(MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSSIJOIST LAYOUTAND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS
FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND
PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED
LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICALAND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND
PIPING.
EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING
BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS,
CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS
INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.
4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001.
5. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN.
6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING,
HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING.
7. -S-1, S-2, S3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-200 SERIES
SHEETS AND ASSOCIATED SECTIONS AND DETAILS.
S. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICALAND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1.
9. IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER
SIZE, LENGTH, AND LOCATION ARE TO MATCH FLOOR HEADERS BELOW.
10. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT.
11. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE
SPAN. ALL FASTENERS SHALL BE SO SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY
SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE
FLOOR SHEATHING.
12.' DENOTES JACK STUDS
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HEADER LEGEND: SEE SHEET S2-501 FOR
HEADER SCHEDULE
113-9.5/2.3
# OF KING STUDS ADJACENT TO JACK STUDS
# OF JACK STUDS UNDER EACH END OF HEADER
HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE
NOTE:
ALL JACK AND KING STUDS TO BE 2X6 SPRUCE
PINE FIR NO 1/NO 2
P1 INDICATES 6X6 DFL NO 1 AS JACK STUD
WOOLG EUT
MCHITEMMIENDINEw11N0mDECWiTIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
DEsM"M
Prom. No.: 074904
Date: 05/01/19
Sheet Name:
BLDG. 2-THIRD
FLOOR FRAMING -
AREA -B
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
'"1#
DATE: 10/31/19
BLDG. 2 NORTH
KEY PLAN
S2=103B