HomeMy WebLinkAbout(08) S2-101A1
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BLDGw 2 - FIRST FLOOR FRAMING PLAN - Area A
SCALE : 3/16" = l'-0"
1ST FLOOR: FLOOR FRAMING PLAN NOTES:
1. TOP OF FINISH FLOOR = 849'-10°, TOP OF WOOD TRUSS =- 1 112" FROM TOP 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.
TRUSSMOISTSUBCONTRACTORS
LAYOUT SHALL BE COORDINATED WITH
US THE MECHANICAL, ELECTRICAL AND PLUMBING
SUBCONTRACTORS PRIOR TO SUBMISSION N TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO
ENSURE THE PROPOSED ELEMENTS,
, FIXTURES,
ES 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 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, 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 TYPICAL AND SPECIAL WALL FRAMING, DENOTED
EW-1 AND CW-1.
nrn10TES JACK STUDS.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
'"1G,
DATE: 10/31/19
OKEYNOTES
705 PONY WALL BELOW
HEADER LEGEND: SEE SHEET S2-501 FOR
H EAD ER SCHED ULE
HL3-9.5/2.3
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 BX6 DFL NO 1 AS JACK STUD
BLDG. 2 NORTH
KEY PLAN
\,/
WOOLG ERT
MCNITEUL E IENGINEWINGIGEOWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Qlssuances:
Prom. No.: 074904
Date: 05/01/19
Sheet Name:
BLDG. 2-FIRST
FLOOR FRAMING PLAN
- AREA A
S2=101 A