HomeMy WebLinkAbout(08) S2-601u
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1 Od NAILS AT 6" O.0
TOP OF PARAPE
REFARCH
2x10 AT TOP OF
2x BLOCKING WITH (2) ROWS
OF 10d NAILS AT 6" O.0
EXTERIOR WALL SHEATHINGS
FOURTH FLOOR ROOF
UPPER 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 S2-001
TOP OF WINDOW
REFARCH
SECTION
SCNLt : I = I
SHEAR WALL SHEATHING; REF.
PLAN AND ELEVATIONS (NOTE
APPLIED SIDE FOR FASTING
BELOW)
PANEL EDGE NAILING
ROOF SHEATHING PER LAN
THIRD LEVEL LOW ROOF
SEE PLAN
FOURTH FLOOR
SEE PLAN ---—------
2x6 BLOCKING AT TOP
AND BOTTOM CHORDS
PRE-ENGINEERED ROOF
TRUSS PER PLAN
2x8 RIBBON BOARD W/ (3) 12d
NAILS TO SOLE PLATE AND
SHEAR PANEL AT 6" O.C.
ROOF TRUSS; DESIGN PER SHEAR -
TRANSFER EQUAL TO FLOOR SHEAR
PANEL REQUIREMENT. NAIL TO 2X
BLOCKING W/ (2) 16d NAILS AT 12'
O.C.
SHEAR WALL SHEATHING —
REF. PLAN AND ELEVATION$
SECTION
ccAIF 1'=r-n'
EXTERIOR WALL SHEATHING BOUNDARY
NAILING AT TOP PLATE
EXTERIOR WALL SHEATHINGS
ROOF SHEATHING BOUNDARY
NAILING
ROOF SHEATHING PER PLAN
PRE-ENGINEERED WOOD ROOF
SIMPSON HURRICANE CLIP
SIMPSON CLIP FOR OUT OF PLANE SHEAR
2x6 DOUBLE TOP PLATE. REF WALL
SCHEDULE
BUILT-UP HEADER, REF WALL
SCHEDULE
WALL FRAMING;
SEE PLAN AND ELEVATIONS
2x BLOCKING, FULL
LENGTH OF WALL
GYPCRETE PER PLAN
FLOOR SHEATHING PER PLAN
PRE-ENGINEERED WOOD FLOOR
TRUSS PER PLANS
WALL FRAMING; SEE SCHEDULE
RELEASED FOR CONSTRUCTION SPLICE FOR FULL VALUES
Subject to compliance with all regulations
of State and local Codes ;E DISTANCE FROM TOP PLATE SPLICE
City of Camel
',"1E,
DATE: 10/31/19
NOTE:
ROOF TRUSS FABRICATOR SHALL PROVIDE
A CLEAR 3'-O" WIDE SPACE DOWN THE ENTIRE
LENGTH OF THE CORRIDOR ROOF TRUSSES AS
SHOWN IN DETAIL BELOW FOR MECHANICAL
PIPING AND DUCTWORK
AS REQUIROOF ED
ES
OF
AS REQUIRED S TOP OF
BEARING WALLS
PANEL EDGE NAILING, TYP.
ROOF SHEATHING
SEE DESIGN NOTES
PRE-ENGINEERED WOOD L 2x10 BLOCKING BETWEEN
ROOF TRUSS PER PLAN 2x FRAMING PER PLAN EACH ROOF TRUSS (TYP.)
ROOF
SEE PLAN
\ CLEAR /
-IF-/n / \ n
PANEL EDGE FASTENERS, TYP. \ ROOF TRUSSES
WALL FRAMING; SEE 2x LEDGER
SCHEDULE
SHEAR WALL SHEATHING CORRIDOR
SEE SCHEDULE
SECTION
ALL (5) DETAILS "C4, C7, Al, A4 & AT' ARE FLAT, BUT ARE
SHOWN SCHEMATICALLY AS SLOPED AND ARE INTENDED
ONLY TO SHOW THE CONNECTIONS OF THE ROOF TRUSS T
THE STRUCTURE FOR WIND UPLIFT RESISTANCE. REFER T
THE ROOF TRUSS SUPPLIER'S DRAWINGS FOR THE EXACT
GEOMETRY OF THE ROOF TRUSSES
SDWC15600
NOTE: REFERENCE DETAIL C7/S2-601 FOR INSTALLATION
ANGLE LIMIT.
TRUSS/RAFTER OFFSET FROM STUD
NTS
INSTALL Lbx5x3,
ATTACH TO EAC
WITH (4) 1/4" DIA
DRIVE SCREWS.
PER PLAN -----
SECTION
SCALE : V = 1'-0"
SEE DETAIL El / S2-601 FOR
ADDITIONAL INFORMATION
RAFTER TO TOP PLATE SHOWN
I I (TRUSS TO TOP PLATE SIMILAR)
ITT II
M"I IN
II
HATCHE SDWC IN
DO NOT D AREA AREA
OVERHANG 13140 MAX.
3712MIN.
INSTALLATION RANGE
NTS
¢1b° 4-a4°
I.
DOUBLE SDWC INSTALL = CONFIGURATION A
NTS
SDWC15600
NOTE: SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND
INCLUDING A 12:12 PITCH AND MUST BE "BIRDSMOUTH"
CUT.
SECTION
`yoI NTS
BOTH SCREWS INSTALLED+/-5°
ZLO FRAMING
AT 16" O.C. AT
WALL EXTENSIONS
ROOF TRUSSES AS REQUIRED
PER PLAN
DOUBLE SDWC INSTALL = CONFIGURATION B
NIS
74,E
WOOLG ERT
MCNITECTNE IENOINEEIINOjOEOWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Dlssuances:
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
ROOF FRAMING
SECTIONS
S2=601