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BLDG. 2 = SECOND FLOOR FRAMING PLAN = Area A
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1. TOP OF FINISH FLOOR - 862'4m, TOP OF WOOD TRUSS =- 1 1/2" FROM TOP OF FINISH FLOOR
(3/4' OSB + 3/4' GYPCRETE).
2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS
APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED.
3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES
TO BE SPACED AT 24° ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT
AND 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, ELECTRICAL
AND 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 FUTURES
(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 REVISED SCHEDULE OF
THOSE HEADERSIBEAMS STAMPED BYAN 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
MEMBERSAS NECESSARY TO SUPPORT INTERRUPTED FRAMING.
7. -S-1, S-2, S-3 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.
8. 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 SD SCREW #9x1 1/2" BY SIMPSON
o NG-TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE
RELEASED FOR CONSTRUCTION P' PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE
R SHEATHING.
HEADER LEGEND: SEE SHEET S2-501 FOR
HEADER SCHEDULE
HL3-9.5f2.3
L# 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
BLDG. 2 NORTH
KEY PLAN
WOOLG ERT
MCHITECTUE IENOINEMINOjOEOWiTIiL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
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Prom. No.: 074904
Date: 05/01/19
Sheet Name:
BLDG. 2-SECOND
FLOOR FRAMING PLAN
- AREA A
Subject to compliance with all regulations 1ENOTES JACK STUDS.
of State and meal Codes
City of Carmel
DATE: 10/31/19
S2=102A