HomeMy WebLinkAbout(08) S3-6012 I 3 I 4 I s I 6 I 7 I 6 I s
f:
10d NAILS AT 6" O.0
TOP OF PARAPE
REFARCH
2x10 AT TOP OF PARA ET
M
E
2x BLOCKING WITH (2) ROWS
OF 10d NAILS AT 6" O.0
EXTERIOR WALL SHEATHINGS
ROOF
SEE PLAN
2x6 RIBBON BOARD W/ (2) ROWS OF
EXTERIOR SHEATHING BOUNDARY
FASTENERS, TOP AND BOTTOM OF TRUSS
EXTERIOR WALL SHEATHINGS
BRICK VENEER; REF ARCH
STEEL LOOSE L LINTEL; REF
SCHEDULE ON SHEET S3-001
TOP OF WINDOW
REF ARCH
SECTION
SCALE : I = l'-u
FOR ADDITIONAL INFORMATION NOT
SHOWN,SEEDETAIL Ei/S3-601 N
2x KICKER TO MATCH SPACING -
AND LOCATION OF 2x10 FRAMING
2x10 FRAMING
AT 24" O.C. MAX.
2-HOUR FIRE RATED
WALL, SEE ARCH
FOR MATERIALS AND
REQUIREMENTS
STAIRWELL
2x6 BEARING WALL
SECTION
SHALL: ,-=,-U
EXTERIOR WALL SHEATHING BOUNDARY
NAILING AT TOP PLATE
EXTERIOR WALL SHEATHING
SEE DESIGN NOTES
ROOF SHEATHING BOUNDARY
NAILING
ROOF SHEATHING
SEE DESIGN NOTES
PRE-ENGINEERED WOOD ROOF TRUSS
i9161SYETdCta17 ROTc12 1x0141:
SIMPSON CLIP FOR OUT OF PLANE SHEAR
2x6 DOUBLE TOP PLATE. REF WALL
SCHEDULE
BUILT-UP HEADER, REF WALL
SCHEDULE
(2) a6 STUD WALL
2x SILL PLATE
2x10 RIBBON BOARD
(2) 2x6 TOP PLATE
2x8 RIBBON BOARD
SIMPSON SDWS2260ODB
SCREW @ 6" O.C. APA RATED SHEATHING
TOP / MAIN ROOF
CONT. 2x4
FLAT ROOF TRUSS
SEE PLAN
RELEASED FOR CONSTRUCTION SPLICE FOR FULL VALUES
Subject tocompliance
and
Local Codes anwith all
at Sete EDGE DISTANCE FROM TOP PLATE SPLICE
Lity M LaInIel
DATE: 10/31/19
PRE-ENGINEERED WOOD
ROOF TRUSS PER PLAN
ROOF
SEE PLAN
PANEL EDGE FASTENERS, TYP.
WALLFRAMING; SEE
SCHEDULE
SHEAR WALL SHEATHING
SEE SCHEDULE
SECTION
SCALE
NOTE
ROOF TRUSS FABRICATOR SHALL PROVIDE
A CLEAR 3'-0" WIDE SPACE DOWN THE ENTIRE
LENGTH OF THE CORRIDOR ROOF TRUSSES AS
SHOWN IN DETAIL BELOW FOR MECHANICAL
PIPING AND DUCTWORK
- PANEL EDGE NAILING, TYP.
ROOF SHEATHING
SEE DESIGN NOTES
2x FRAMING PER PLAN
\ 3-Y, /
\ CLEAR /
X
- ROOF TRUSSES
2x LEDGER
CORRIDOR
NOTE:
REFERENCE DETAIL C7/S3-601 FOR INSTALLATION ANGLE LIMIT.
Non:
STAGGER ROOF TRUSSES
AS REQUIRED ON TOP OF
BEARING WALLS
2x10 BLOCKING BETWEEN
EACH ROOF TRUSS (TYP.)
ALL (5) DETAILS "C4, CT At, A4 & A7" ARE FLAT, BUT ARE SHOWN \
erHEMATICALLY AS SLOPED AND ARE INTENDED ONLY TO
DW THE CONNECTIONS OF THE ROOF TRUSS TO THE
RUCTURE FOR WIND UPLIFT RESISTANCE. REFER TO THE
OF TRUSS SUPPLIER'S DRAWINGS FOR THE EXACT
OMETRY OF THE ROOF TRUSSES
TRUSS/RAFTER OFFSET FROM STUD
nIa
¢t4° 414'
�1 I�
DOUBLE SDWC INSTALL we CONFIGURATION A
NITS
TOP OF
REF
ROOF
EE PL/
EXTERIOR WALL SHEA1
BRICK VENEER; REF A
STEEL LOOSE L LINTEL; RI
SCHEDULE ON SHEET S3-0
SECTION
SCALE : V = 1'-0"
3 VTMIN,
C7 INSTALLATION RANGE
DER TO TOP PLATE SHOWN
USS TO TOP PLATE SIMILAR)
NOT INSTALL SDWC IN
CHED AREA
,Y BE SLOPED UP TO AND
ID MUST BE "BIRDSMOUTH"
8 2
3/4"a/-1/4"
BOTH SCREWS INSTALLED+/-5°
DOUBLE SDWC INSTALL - CONFIGURATION B
NTS
F
E
C
74ALi
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MCNITECTUE IVNOINEMINOIOEO V ATIAL
7635 Interactive Way
Suite 100
Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
aesa "011
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
ROOF FRAMING
SECTIONS
S3=601