HomeMy WebLinkAbout(08) S2-5021 1 2
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3/4"GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP /GYPCRETE
PRE-ENGINEERED WOOD TRUSS.
HEADER SEE PLAN
SECTION
TOP FLANGE JOIST HANGER TO BE SIZED AND
PROVIDED BY TRUSS MFR. TYP.
SCALE : 1" = 1'-0"
NOTE:
FLOOR TRUSS FABRICATOR SHALL PROVIDE
A CLEAR T-0"WIDE SPACE DOWN THE ENTIRE
LENGTH OF THE CORRIDOR FLOOR TRUSSES
AS SHOWN IN DETAIL BELOW FOR MECHANICAL
PIPING AND DUCTWORK
CONT. 2x8 RIBBON BOARD
PANEL EDGE NAILING, TYR
APA RATED SHEATHING PER PLAN
PRE-ENGINEERED WOOD
FLOOR TRUSS PER PLAN
FLOOR TRUSSES PER PLAN
SECOND AND THIRD
FLOOR FRAMING
SEE PLAN
\ X
/ CLEAR \
FLOOR TRUSSES
PANEL EDGE FASTENERS, TYP. / 2x LEDGER
SHEAR WALL SHEATHING
WALL FRAMING; SEE -------- SEE SCHEDULE
SCHEDULE
CORRIDOR
SECTION
SCALE : 1"- V-0"
SHEAR WALL SHEATHING PER SCHEDULE
3/4" GYP-
APA RATED
TOP/FLOOR
CEILING ASSEMBLY SEE
ARCH. DWGS. (TYP.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations 'ION
of State and Local Codes
City of Cannel0"
1,� ICJ
DATE: 10/31/19
9x SILL PLATE (TYP)
2x END WALL TRUSS
CRETE (TYP.I
SHEATHING (TYP.)
/
PRE-ENGI
WOODTR
2
(TYP.)
]TOPLATE
LA
CONT. 2x4
STAGGER FLOOR TRUSSES
AS REQUIRED ON TOP OF
BEARING WALLS
JEERED
JSS. (TYP.)
2x STUD WALL SEE SCHEDULE,
MAY ALSO BE SHEAR WALL (TYP.)
3/4" GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP/GYPCRETE
PRE-ENGINEERED
WOOD TRUSS.
SECTION
SHALL T.=l._0.
2x10 BLOCKING BETWEEN
EACH FLOOR TRUSS (TYP.)
2x SILL PLATE
r PRE-ENGINEERED
2x BLOCKING I WOOD TRUSS.
(2) 2x TOP PLATE
NOTE:
2x STUD WALL SHEATHING STAGGER TRUSSES AS
SEE SCHEDULE REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS
INDICATED ON PLAN
SECTION
SCALE : V - V-)"
EERED
SS
2x STUD WAL
SCHEDULE
3/4" GYP-CF
APA RATED S
TOP /GYPCRETE
PRE
l
SECTION
SCALE : 1" = V-0"
t t/2" CAP.
5112" .. s 1/r
SHEATHING
(2) 2x TOP PLATE
MASONRY VENEER MAY
OCCUR, SEE ARCH.
THRU BOLT, SEE SHEAR 2x SILL PLATE (TYP.)
WALL SCHEDULE
3/4" GYP-CRETE (TYP.) SHEATHING PER SHEAR
WALLSCHEDULE
APA RATED SHEATHING (TYP.)
TOP/FLOOR PRE-ENGINEERED
WOOD TRUSS. (TYP.)
NOTE:
STAGGER TRUSSES AS
REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS
INDICATED ON PLAN v v
CEILING ASSEMBLY SEE 2x6 BLOCKING
ARCH. DWGS. (TYP.) BETWEEN 2x TOPPLATE
TRUSSES (TYP ')
2x6 STUD WALL SEE SCHEDULE,
MAY ALSO BE SHEAR WALL (TYP.)
TYPICAL UNIT SEPARATION WALL
JLALL 1-= I
74 AL
WOOLG ERT
ARCNITEPUE IONGINEMINGIGEO V ATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Dlssuances:
Nev
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Issued For Building 2 Review
10/05118
1
Issued For Building Permit
05/01/19
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
S2=502