HomeMy WebLinkAbout37 s4.2 W CarmelTOP OF PL
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GIRDER TRUSS,
SEE PLAN
'SIMPSON' LGT, EACH SIDE,
SIZE FOR NUMBER OF PLYS
2-2x PL'S
COLUMN,
SEE PLAN
A - GIRDER BEARING
SCALE: 1 "=1'-0"
DOUBLE TOP �
PLATES
6-16d NAILS
DOUBLE STUDS @ -
EXT WALL OPENINGS
GREATER THAN 3'-0",
SEE HEADER SCHED
S3.1
II
SINGLE TRIMMER @
OPENINGS 6'-0" OR
LESS, DBL TRIMMER
AT OPENINGS
GREATER THAN 6'-0",
SEE HEADER SCHED
S3.1
ANCHOR BOLT
WITH I N 12" OF POST
ANCHOR BOLT �
WHERE OCCURS
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2-'SIMPSON'
H2.5A @ TRUSS
HEADER PER PLAN
OVERLAP TRUSSES
AS REQ'D
2-2x4 TOP PL
2x4 @ 24" OC, LOCATE STU D
BELOW TRUSS
2x W/ 2-16d @ 8" OC
B- I NTERIOR BEARI NG WALL
� � HEADER PER PLAN
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� SINGLE TOP PLATE @
� OPENINGS 4'-0 &
I LESS DBL. TOP PLATE
I @ OPENINGS 4'-0 &
LARG E R
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� 16d @ 12" OC
SCALE: 1 "=1'-0"
SILL PLATE
HOLDOWN POST AND
ANCHOR WHERE
OCCURS- SEE PLAN
AN D S H EAR WALL
SCHEDULE FOR
REQUIREMENTS
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PREFAB TRUSS
PRIMARY FRAMING
C
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SLOPE I o I SLOPE
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0' 6" 1'
8d @ 8" OC
2x BLOCKING BETWEEN
EA OUTRIGGER
2x4 OUTRIGGER
@ 2'-0" OC MAX
2x ALONG EAVE,
SEE ARCH
BRICK VENEER,
SEE ARCH
ELEV VARIES
SEE ARCH
SCALE: %"=1'-0"
ni �i�ni��n C�LJ111A nc+
2'
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2x BLOCKING W/ 2-16d TOENAILS
EACH END & 3-16d TOENAILS TO
DOUBLE TOP PL, NAIL SHEATHING
TO B LOCKI N G W/ 10d NAI LS @ 6" OC,
OMIT ONE BLOCK @ 72" OC FOR
VENTILATION
TOW
SEE PLAN
CONT 2x EAVE �
MEMBER, SEE
ARCH
'SIMPSON' H1, TYP
BRICK VENEER, —
SEE ARCH
SCALE: 1 "=1'-0"
'SIMPSON' A34 W/ 8-8d
NAILS @ EA. OUTRIGGER
2x4 BLOCKING BETWEEN
TRUSSES AS REQ'D. BY
GENERAL NOTES
PRE-FAB. OVERFRAME
WOOD TRUSS ,
2x6 STU D WALL
HEADER SEE PLAN
WALL BEYOND
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—
ROOF SHTG EXTENDS
BELOW VALLEY TRUSSES TO
BLK'G BELOW TRUSSES
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TYP VALLEY SET @ 24" OC
'SIMPSON' VTCR AT 4'-0" OC
(MAX) TO ALIGN WITH TRUSS
BELOW (LOCATION OF
VERTICAL SUPPORTS SHALL
BE DETERMINED BY TRUSS
MANUFACTURER)
NOTE:
1. OVERBUILT FRAMING & CONNECTIONS TO REGULAR ROOF PER ROOF TRUSS
MFR.
2. TRUSS MANUFACTURER TO DESIGN TRUSSES FOR 250 POUND CONCENTRATED
ADDITIONAL LOAD FROM VERTICAL SUPPORTS.
3. PROVIDE ADEQUATE ACCESS FROM ATTIC TO OVERFRAMED AREA W/
PLYWOOD CUTOUTS M I N 6'V x 22.5"W
MIN OF 3- 2x STUDS AT BEAM BEARING
LOC CUT TO ALLOW BEAM TO BEAR AT
TOP OF STUDS
SCALE: 1 "=1'-0"
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DROPPED GABLE
END TRUSS W/ 2x4
VERT @ 24" OC
5 �2��X 5 �2��"1�4��
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PAINTED
GALVANIZED STEEL
AN G L E W/ 2-3/ "Q1 x 5"
@ 24" OC LAGS I NTO
GABLE VERTS
2x6 LEDGER W/ 3-16d
PER GABLE VERT
2x4 VERT ATTACHED
PERP @ VENEER
PRE-FAB SCISSOR
TRUSSES @ 24" OC
- „_ , „ , „ , ,
SCALE: NTS SCALE: 1-1 -0 0 6 1 2
2'
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2x4 OUTR
CONNECI
'SIMPSON
CONT 2x E
MEMBER
H EAD E R,
2- BEARI�
2x6 STU D�
SEE DET�
BOTTOM �
STU DS
ROO F S H EATH I N G,
SEE PLAN
PREFAB TRUSSES,
SEE PLAN
2x6 @ 16" OC W/
��Ai F� 3/„=� �-n„
0" 8" 16" 32"
SCALE: %"=1'-0"
ROOF FRAMING & TRUSS TIES
NOT SHOWN FOR CLARITY
�c+i�nnc+��i� n�c+Tr+nc�
1
SCALE: 1 "=1'-0"
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'SIMF
EA S
8
=ER,
3 5/"� LAG BOLTS
W/ 5" MIN EMBED
- I � WOOD SPACER
%" OR SHEATHING
6x6 WOOD COL
SP#2 @ KNEE � 'SIMPSON' A35,
BRACKES EA SIDE
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� NOTE:
REFER TO 3/A6.2 FOR
STEEL MEMBER
SIZES & DIMENSIONS
1
SCALE: 1 "=1'-0"
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TYP @ BASE
SCALE: %4"=1'-0"
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HEADER, SEE PLAN
2- BEARING STUDS
2x6 STU DS
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4'
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DETAILS
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