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3/4" GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP/GYPCRETE
PRE-ENGINEERED WOOD TRUSS,
SECTION
bUALL l"=l'-U
CONT. 2x8 RIBBON BOARD
PRE-ENGINEERED WOOD
FLOOR TRUSS PER PLAN
SECOND AND THIRD
� FLOOR FRAMING
Y SEE PLAN
HEADER SEE PLAN
NOTE
TOP FLANGE JOIST HANGER TO BE SIZED AND
PROVIDED BY TRUSS MFR. TYP.
FLOOR TRUSS FABRICATOR SHALL PROVIDE 2 CLEAR
SPACES AT CORRIDOR FLOOR TRUSS GIRDERS AS
SHOWN IN DETAIL BELOW FOR MECHANICAL PIPING
AND DUCTWORK
PANEL EDGE NAILING, TYP.
TOP/GYPCRETE
3/4" GYP-CRETE (TYP.)
APA RATED SHEATHING
PRE-ENGINEERED
WOOD TRUSS.
SECTION
MALE : l" = l' U'
/ APA RATED SHEATHING PER PLAN
FLOOR TRUSSES PER PLAN
.I
CONT. 2x RIBBON I
X
i
X
\--I
F_
F-1
F-1
CONT. 2x4
C
PANEL EDGE FASTENERS, TYP.
WALL FRAMING; SEE SCHEDULE
SHEAR WALL SHEATHING SEE
SCHEDULE
SECTION
CONT.
:Yea�ains►vIl
2x END WALL TRUSS
3/4" GYP-CRETE (TYP.)
APA RATED SHEATHING (TYP.)
FLOOR
CEILING ASSEMBLY SEE
ARCH.DWGS. (TYP.)
NOTE:
STAGGER TRUSSES AS
REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS
INDICATED ON PLAN
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
'1"1H,
DATE: 10/31/19
CONT. 2x4
2x TOP PLAT
CORRIDOR
12" GAP
(2) 2x SOLE PLATE (TYP.)
— DRAFT STOPPING, 3/8" MIN.
THICKNESS WOOD STRUCTURAL
PANEL (TYP.)
PRE-ENGINEERED
WOOD TRUSS. (TYP.)
2x TOP PLATE
FIRE BLOCKING (TYP.)
2x6 STUD WALL SEE SCHEDULE,
MAY ALSO BE SHEAR WALL (TYP.)
3
CARD
i
2x STUD WALL
SEE SCHEDULE
SECTION
SCALE : 1"- V-0"
2x STUD WALL SEE SCHEDULE
3/4" GYP-CRETE (TYP.)
FLAT FLOOR TRUSS
APA RATED SHEATHING
TOP/GYPCRETE
SECTION
SCALE: 1-= 1--U
PRE-ENGINEERED
WOOD TRUSS.
2x STUD WALL
SEE SCHEDULE
2x SILL PLATE
PRE-ENGINEERED
2x BLOCKING WOOD TRUSS.
(2) 2x TOP PLATE
SHEATHING
NOTE
STAGGER TRUSSES AS
REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS
INDICATED ON PLAN
SHEATHING
CONT. 2x8 RIBBON BOARD
EERED
SS
TOP/GYPCRETE
SECTION
SCALE : 1" = 1'-0"
1101041*10h
2x STUD WALL SEE
SCHEDULE
3W GYP-CRETE (TYP.)
APA RATED SHEATHING
n
-ENGINEERED
WOOD TRUSS.
2x STUD WALL
SEE SCHEDULE
PRE
APA RATED SHEATHING (TYP.)
NOTE: rnz
STAGGER TRUSSES AS
REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS i 1
INDICATED ON PLAN
CEILING ASSEMBLY SEE 2x6 BLOCKING-/
ARCH. DWGS. (TYP.) BETWEEN 2x TOP PLATE
TRUSSES mP')
SHEATHING
CONT. 2x8 RIBBON BOARD
(2) 2x TOP PLATE
MASONRY VENEER MAY
OCCUR, SEE ARCH.
15/32 SHEAR WALL
SHEATHING (TYP.)
PRE-ENGINEERED
WOOD TRUSS. (TYP.)
2x TOP PLATE
FIRE BLOCKING (TYP.)
2x6 STUD WALL SEE SCHEDULE,
MAY ALSO BE SHEAR WALL (TYP.)
TYPICAL UNIT SEPARATION WALL AT ROOF
SCALE: V-V-0"
vr'
THRU BOLT, SEE SHEAR
WALL SCHEDULE
3W
GYP-CRETE (TYP.)
APA RATED
SHEATHING (TYP.)
TOP/FLOOR
I
rn
NOTE:
STAGGER TRUSSES AS
REQUIRED FOR ADEQUATE
BEARING OR PROVIDE
2-SPAN TRUSSES UNLESS
INDICATED ON PLAN
CEILING ASSEMBLY SEE
2x6 BLOCKING
ARCH. DWGS.(TYP.)
BETWEEN
TRUSSES
TOP PLATE
(TYP.)
12" GAP.
2x SILL PLATE (TYP.)
— SHEATHING PER SHEAR
WALLSCHEDULE
PRE-ENGINEERED
WOOD TRUSS. (TYP.)
2x6 STUD WALL SEE SCHEDULE,
MAYALSO BE SHEAR WALL (TYP.)
TYPICAL UNIT SEPARATION WALL
SCALE : 1- = 1 -U
WOOLG ERT
MCHITECTNE IENOINEw11NOjOEOWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
I� oesoavnax —T—MM-1
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
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