HomeMy WebLinkAboutS404 - 190204PRECAST PANEL
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HILTI EXKWIK II • WALL FTG IWFI
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SCALE: NTS
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PC PANEL STEP ELEVATION
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FRAMING ELEVATION
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TYP WOOD COLUMN BASE SECTION
SCALE: NTS $404 SCALE: NTS
TOP PLATE OR BLOCKING@
PANEL EDGE TYPICAL TALL
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NOTES:
1. THIS DETAIL FOR NON SHEAR WALLS.
2. SFFSHEARWALL SCHEDULE FOR SHEAR WALL CONSTRUCTION.
TYPICAL WOOD WALL ELEVATION
SCALE:NTS
NOTE:
SEE TYPICAL ROOFIFLOOR
NAILING PATTERN DETAIL
FOR FASTENING REQUIREMENT
PLYWOOD EDGE
NAILING
TRUSS
ti
SHEARWALL a ROOF
SCALE: NTS
VERTICAL REINF -
(CONTTHRUBOND
BEAM)
CORE FILLED
SOLID WITH FINE \ /
GROUT
(2) ROWS OF PLYWOOD
EDGE NAILING
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SHEATHING PERSCHEDULE
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SEE OUT BOND BEAM
SCHEDULE UNITS
PRECAST PANEL NOTE:
BOND BEAM REQUIRED AT
Wy= 10.0 kips 0'-O'MAXIMUM VERTICAL
SEAT BY Wl= 334 p6 SPACING UNLESS NOTED
PRECAST Wr= 350 p6 OTHERWISE
SUPPLIER
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and local Codes 'ALL ,6 TYPICAL BOND BEAM
City of Centel
5404 SCALE NTS
DATE: 06/17/19
END POST
SEE SCHED
END POST
SEE SCHED
END POST
SILL PLATE SEE SCHED
HOLDOWN III ANCHOR HOLDOWNwIANCHOR
ROD AND FASTENER ROD AND BOLT
CORNER wl NAILS OR SOS SCREWS TO HOLDOWN CORNER w/BOLTS TO HOLDOWN
SILL PLATE DETAIL @ HOLDOWN 6
SCALE NTS 540�
2x MATCH
STUD WALL
NAIL DRIVEN
FROM THIS SII
NAIL DRIVEN
FROM OTHER
NOTE
ALL NAILS ARE
TYPICAL BUILT-UP COLUMN
WALL THICKNESS
TMATCH STUD
WALL
TYPICAL BUILT-UP BEAM
TYPICAL BUILT UP MEMBERS
SCALE: NTS
TOP PLATE (4)16d NAILS
I
COLUMN
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AT COLUMN
1
PLACE TIE IN FTG
ALIGNMENT
TISLAB
{SEE PLAN)
TIF
{SEE PLAN)
II II
CONIC FTG (F) C
TYPICAL COLUMN BASE SECTION
SCALE: NTS
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1170 314'0 or 7WO 110 1110'0 or 1114'0 1 112'0 or TO
ANCHORROD ANCHORROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
NOTES:
7. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING.
2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS.
TYPICAL ANCHOR ROD DETAILS
SCALE: NTS
COLUMN
TIP
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ANCHOR RODS
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WITHIN TIESNt
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CONIC PIER V h
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SCALE: NTS
WOOD COLUMN -SEE PLAN
SIMPSON POST BASE -
SEE WOOD COLUMN
SCHEDULE
HEADER OR BEAM
III ICONC
ADDITIONAL 2x BUILT-UP COLUMN -- +(S PLAN)
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TYPICAL BEAM BEARING n POST BASE DETAIL
SCALE: NTS
SCALE: NTS
CURRAN
ARCRITECTRRE
6925 EAST 96TH ST., SUITE 105
INDIANAPOLIS, IN 46250
O :: 317. 288. 0681
F :: 317. 288. 0753
McCOMAS
ENGINEERING
Structural Engineers
1717 East 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
www.mccomaseng.com
MEI 18263
No.
860325
STATE BE
01 ANP
/AVAC �
nn Ium'
THIS DRAWING AND THE IDEAS. DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUCAL
PROf4RTY OF CURRAN ARCHITECTURE.
AND wac NOT TO BE USED OR
REPROInUCI WHOLE OR IN PART.
WITHOUT THE RITTFN CONSENT OF
CURRAN ARCHITECTURc,
C®PYRIGHT 2013. CURRAN ARCHITECTURE
PROJECT INFORMATION
PLAYSCHOOL
AT LEGACY
GYM A[�>[�>ITICDN
14454 COMMUNITY DRIVE
CARMEL, 46032
REVIEW SET
11.16.18
BID SET
11,26.18
PERMIT SET
02.04.19
ADDENDUM Ol 1
02,04.19
S404
18263-MEI