HomeMy WebLinkAboutFile Documents.175 Paepcke Dr.0088-2020-BRES (6)INTERRUPTED STUDS
HEADER PER PLAN
ROUGH OPENING
SHIM AS REQUIRED FOR FULL BEARING
PROVIDE ONE BEARING (TRIM) STUD MINIMUM
AT HEADER BEARING FOR SPANS LESS THAN
6'-0", TWO MINIMUM REQUIRED AT HEADER
BEARING FOR SPANS GREATER THAN 6'-0",
UNLESS OTHERWISE NOTED, SEE PLAN
PROVIDE FULL-HEIGHT (KING) WALL STUDS AT EACH SIDE OF
WALL OPENINGS EQUAL TO ONE-HALF OR GREATER THE
NUMBER OF INTERRUPTED STUDS, ONE MINIMUM REQUIRED
FOR HEADER SPANS LESS THAN 6'-0", TWO MINIMUM
REQUIRED FOR HEADER SPANS GREATER THAN 6'-0",
UNLESS OTHERWISE NOTED, SEE PLAN
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ROOF RAFTER
RE: PLAN
BEVELED TOP PLATE
SIMPSON LSTA18
(2) #9 WOOD SCREWS THROUGH BOTTOM
FLANGE INTO BEAM @ EACH RAFTER
RIDGE BEAM PER PLAN
ROOF SHEATHING PER
DIAPHRAGM SCHEDULE
2x10 BLOCKING BETWEEN EA. RAFTER SET
PERPENDICULAR TO ROOF SHEATHING.
ALTERNATE BLOCKING TO OTHER SIDE OF
RIDGE BEAM AT EVERY OTHER RAFTER
GABLE END TRUSS
2x LOOKOUT PER PLAN
INVERTED LUS26 AT EACH LOOKOUT
H2.5 AT EACH OUTLOOKER
OVERFRAMING
ROOF TRUSSES
PER PLAN
MODULE ROOF
FRAMING BY
MANUFACTURER
STEEL BEAM
PER PLAN
SPLICE STEEL BEAMS AT
COLUMN CENTERLINE
1/2" STEEL PLATE; WELD TO
TOP OF COLUMN w/ 1/4"
FILLET WELD ALL AROUND.
PROVIDE (4)-3/4"Ø A325
BOLTS OR WELD COLUMN CAP
PLATE TO STEEL BEAM.
STEEL COLUMN
PER PLAN
1 1/2"1 1/2"
TIMBER BEAM PER PLAN, BEAM
SHALL BEAR ON CAP PLATE
2"
4"
4"
10
"
3/4"Ø THROUGH BOLT, (2) TOTAL
CENTERED ON KNIFE PLATE
1/4" x 4" x 10" STEEL KNIFE PLATE
CENTERED ON COLUMN CAP
TUBE STEEL COLUMN PER PLAN
3/16"
3/16"
3/8" PLATE STEEL COLUMN CAP,
SIZE CAP TO EXTEND 1/4" BEYOND
COLUMN ON ALL SIDES
TIMBER BEAM PER PLAN
3/4"Ø THROUGH BOLT, (4) TOTAL
1/4" x 10" x 10" STEEL KNIFE PLATE
CENTERED ON COLUMN FACE
TUBE STEEL COLUMN PER PLAN
3/16"
4"4"2"
3"
4"
3"
1"
WOOD SCREW SPACING
MODULAR BY OTHERS
LEDGER AND FASTENERS PER
PLAN. IN LOCATIONS WHERE
LEDGER CONNECTS TO RIM
FIELD VERIFY MIN. 3" RIM
BEHIND LEDGER.
@ ENDS
2" MIN.
RE: PLAN
SPACING
A SECTION
A
3/
4
"
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DISCONTINUE ZIP SHEATHING
@ LEDGER LOCATION AND
CONNECT LEDGER DIRECTLY
TO WALL STUDS OR RIM.
STRUCTURAL FASCIA PER PLAN
PROVIDE BEVELED PLATE ON TOP OF
FASCIA TO ALLOW RAFTERS TO BEAR ON
STRUCTURAL FASCIA
BEAM PER PLAN, BEVEL
TOP FOR BEARING
POST PER PLAN
INVERTED FACE MOUNT HANGER. SEE
PLAN FOR HANGER.
CANTILEVERED END OF RAFTER
SEE PLAN FOR RAFTER SIZE & SPACING.
SEE ARCH. FOR PITCH AND OVERHANG
SHEATHING PER
DIAPHRAGM SCHEDULE
WOOD SCREW SPACING
MODULAR BY OTHERS
LEDGER AND FASTENERS PER
PLAN.
@ ENDS
2" MIN.
RE: PLAN
SPACING
A SECTIONA
LEDGER MAY FASTENED DIRECTLY
TO ZIP. FOR OTHER LEDGER
APPLICATIONS SEE:
MIN.
1"
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1"
/7 S0.3
EDGE NAIL SHEATHING TO LEDGER
PER DIAPHRAGM SCHEDULE
ROOF SHEATHING PER
DIAPHRAGM SCHEDULE
RAFTER PER PLAN
3/16
TIMBER RIDGE OR TRANSFER
BEAM PER PLAN
TUBE STEEL KING POST PER PLAN
NOTE:DETAIL APPLIES TO CAP AND BASE
PLATES OF ALL TUBE STEEL KING POSTS
1/4" x 5" x 8" STEEL PLATE w/ (4)
LEDGERLOK LL005 FASTENERS
INTO TIMBER BEAM
3' - 4" FOR ARCH. WINDOW TYPE F
4' - 4" FOR ARCH. WINDOW TYPE K
3' - 4" FOR ARCH. WINDOW TYPE F
4' - 4" FOR ARCH. WINDOW TYPE K
3'
-
2
"
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8
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MAIN BUILDING CONCRETE
FOUNDATION WALL
MAIN BUILDING CONCRETE
FOUNDATION WALL
MAIN BUILDING CONCRETE
COUNTERFORT WALL
8" CONCRETE WINDOW WELL WALL SHALL BE REINFORCED w/
(5) BARS @ 16" o.c. w/ VERTICAL BARS CENTERED IN WALL
AND HORIZPNTAL BARS ON EXTERIOR SIDE OF VERTICAL
BARS. T.O.W. SHALL EXTEND 4" ABOVE CONCRETE PATIO OR
ADJACENT GRADE PER ARCH. B.O.W. SHALL BE PLACED 42"
BELOW WINDOW BOTTOM GRADE SURFACE.
8" CONCRETE WINDOW WELL WALL SHALL BE REINFORCED w/
(5) BARS @ 16" o.c. w/ VERTICAL BARS CENTERED IN WALL
AND HORIZPNTAL BARS ON EXTERIOR SIDE OF VERTICAL
BARS. T.O.W. SHALL EXTEND 4" ABOVE CONCRETE PATIO OR
ADJACENT GRADE PER ARCH. B.O.W. SHALL BE PLACED 42"
BELOW WINDOW BOTTOM GRADE SURFACE.
#5 # 36" DOWELS @ 16" o.c.
DRILLED & EPOXIED INTO MAIN
BUILDING WALLS w/ HILTI HIT-HY
200-R EPOXY, 6" EMBEDMENT
#5 # 36" DOWELS @ 16" o.c.
DRILLED & EPOXIED INTO MAIN
BUILDING WALLS w/ HILTI HIT-HY
200-R EPOXY, 6" EMBEDMENT
8"
8"8"8"
8"
8"
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PROJECT NUMBER
6/11/2021 4:14:52 PM
S0.3
BU
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2019-0277
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Sheet 3 of 14
3/4" = 1'-0"S0.3
1 TYP. WALL OPENING
3/4" = 1'-0"S0.3
2 DROPPED RIDGE DETAIL
3/4" = 1'-0"S0.3
3 TYP. LOOKOUT DETAIL
3/4" = 1'-0"S0.3
4 SPLICED STEEL BEAMS AT COLUMN
1 1/2" = 1'-0"S0.3
5 TYP. STEEL COLUMN CAP TO TIMBER BEAM
1 1/2" = 1'-0"S0.3
6 TYP. TIMBER BEAM TO TUBE STEEL COLUMN
3/4" = 1'-0"S0.3
7 DECK LEDGER DETAIL
3/4" = 1'-0"S0.3
9 VARYING ROOF PITCH BEARING
3/4" = 1'-0"S0.3
8 LEDGER TO BUILDING DETAIL
No.
Date
Description
Drawn
By
Review
By
2
03/20/20
100% DD
JWC
3
04/24/20
25% CD
JWC
4
05/14/20
50% CD
JWC
5
06/19/20
PERMIT SET
JWC
JLV
6
12/11/20
PERMIT RESUBMIT 1
JWC
JLV
7
12/16/20
ADDENDUM 2
JWC
JLV
8
4/9/21
CONSTRUCTION SET
JLV
JLV
9
5/4/21
ASI-1-09
JLV
JLV
11
6/11/21
ASI-2-09
JLV
JLV
1 1/2" = 1'-0"S0.3
10 TYP. KING POST CONNECTION
3/4" = 1'-0"S0.3
11 TYP. CONCRETE WINDOW WELL
11
06/11/2021
4' - 0" FOR ARCH. WINDOW TYPE K
3' - 0" FOR ARCH. WINDOW TYPE F
4' - 0" FOR ARCH. WINDOW TYPE K
3' - 0" FOR ARCH. WINDOW TYPE F
06/22/2021
justinh
SEE NOTES #1 PLANS
06/22/2021