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BLDGw 3 = SECOND FLOOR FRAMING PLAN
JSCALE:
1/8'=V-0-
2ND FLOOR FRAMING PLAN NOTES:
1.
TOP OF FINISH FLOOR ELEVATION = 862'-4'. FLOOR SLAB TO BE 4' TOTAL THICKNESS USING VULCRAFT 1.0024 GA. GALVANIZED
(G60) METAL FLOOR DECK AND 3' NORMAL WEIGHT CONCRETE. REINFORCE SLAB WITH 4X4-W4.OXW4.0 WELDED WIREMESH.
ALTERNATIVELY, OMIT THE WELDED WIRE MESH AND PROVIDE HELIX 5-25 FIBER AT A DOSAGE OF 34 POUNDS PER CUBIC YARD
OF CONCRETE.
`i 2.
DENOTES SPAN DIRECTION OF METAL FLOOR DECK.
3.
DENOTES MOMENT CONNECTION, SEE SECTION EI/S3402
4.
ALL PERIMETER BENT PLATES OR ANGLES SHALL BE CONTINUOUS WITH SPLICES. MITER AND WELD ALL CORNERS UNLESS
OTHERWISE NOTED. SEE SECTIONS ON FLOOR FRAMING DETAIL SHEETS FOR ADDITIONAL INFORMATION AND EQUIREMENTS.
5.
SEE PLANS AND DETAILS FOR ADDITIONAL SLAB REINFORCING REQUIRED FOR CHORD, COLLECTORS AND SHEAR TRANSFER.
THESE BARS SHALL BE PLACED AT CONCRETE TOPPING MID -DEPTH AND SPACED AT 2 1/2' ON CENTER, BARS SHALL BE
CONTINUOUS WITH LAP SPLICES PROVIDED AS REQUIRED.
6.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES PRIOR TO FABRICATION AND INSTALLATION.
7.
SEE ARCHITECTURAL DRAWINGS FOR ALL ELEVATOR AND STAIR DETAILS, PLANS AND SECTIONS. ALL STAIRS AND LADDERS
SHALL BE DESIGNED BY THE METAL STAIR FABRICATOR.
S.
LOCATION OF ALL OPENINGS, FLOOR PENETRATIONS, ELEVATOR SHAFTS AND THEIR CORRESPONDING STRUCTURAL FRAMING
SHALL BE COORDINATED BY THE CONTRACTOR WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ELEVATOR
SUPPLIER AND FIRE PROTECTION DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. SEE ARCHITECTURAL DRAWINGS
FOR ALL OPENINGS, LOCATIONS AND SIZES, PROVIDE SUPPLEMENTARY FRAMING AND REINFORCING OF SECOND FLOOR DECK
AS REQUIRED PER GUIDELINES PROVIDED ON SHEET S3405.
9.
VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS PERTAINING TO ELEVATOR PITS, SHAFTS, GUIDE RAILS AND LIFT BEAM
WITH ELEVATOR SUPPLIER'S DRAWINGS. ADDITIONAL STEEL FRAMING MEMBERS AND THEIR CONNECTIONS TO STRUCTURE
SHALL BE DESIGNED AND FURNISHED BY THE ELEVATOR SUPPLIER FOR VERTICAL AND LATERAL FORCES ACTING AT THE
GUIDE RAIL SUPPORT LOCATION.
10.
WHERE POSSIBLE BEAMS AND JOISTS SHALL BE LOCATED ON COLUMN CENTERLINES OR DIRECTLY BELOW DEMISING WALLS
OF UNITS AND SHEAR WALLS. FLOOR JOISTS AND BEAMS SHALL BE SPACED NO GREATER THAN 4'-0" ON CENTER.
CONTRACTOR TO LOCATE FLOOR BEAMS, PERPENDICULAR TO CORRIDOR WALLS, AT THE ENDS OF SHEAR WALLS ALONG THE
CORRIDOR BASED ON DETAIL "C7/S3-404".
11.
SHEAR WALLS ARE DESIGNATED AS'S-1, S-2, ETC.' ON PLAN. SEE S3-200 SERIES SHEETS FOR SHEAR WALL INFORMATION.
SHEAR WALLS INDICATED ON PLAN ARE ABOVE THE SECOND FLOOR AND EXTEND UP TO THE ROOF.
12.
SEE S3-000 SERIES SHEETS FOR GENERAL NOTES & SPECIFICATIONS.
13.
STEEL K-SERIES JOISTS TO BEAR ON TOP OF SUPPORTING WIDE FLANGE FRAMING MEMBERS. LOWERT/STEEL OF
SUPPORTING FRAMING MEMBERS AS REQUIRED FOR JOIST BEARING.
14.
MEMBERS NOT DIMENSIONED ARE TO BE EQUALLY SPACED BETWEEN DIMENSIONED MEMBERS.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Cannel
'"103
DATE: 10/31/19
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NORTH
WOOLG ERT
dRCNITEMMIENGINEE11NGIGEOVATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
IT DEsweaaN T am-1
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
BLDG. 3-SECOND
FLOOR FRAMING PLAN
S3=102