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RIDGE BEAM
1 L
Z
CRIPPLE
4
RIDGE BEAM
GABLE
STUD
STUD
GARAGE
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J
LADDER FRAMING
HEADER
11
— RAFTER
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STUDS - SIZE AND SPACING
PER BILL OF MATERIALS -�
SILL SEALER
(IF USED) -
FOUNDATION HEIGHT
PER BILL OF M TERIALS
A . L
FOUNDATION AND
SIDING (AND SHEATING IF
USED PER BILL OF MATERIALS
BOTTOM PLATE - SIZE AND
MATERIAL PER BILL OF
MATERIALS
1/2 "x8" HOOKED ANCHOR BOLT
WITH PLATE WASHER AND NUT
AT 6' -0" O.C. MAX.
SLAB DESIGN BY
OWNER PER LOCAL
BUILDING CODE FOUNDATION WIDTH
PER BILL OF MATERIALS
FOUNDATION ANCHOR DETAIL
(2) TOP
PLATES
CONTINUOUS OVER ALL
HEADERS
2x8
/FULL HT. HEADER
CRIPPLE
/ / / /// (2) 16d ® EACH
CRIPPLE
(2) 16d
PER
HEADER
2x
(2) 16d
EACH
HEADER
FILLER
STUD
FULL LENGTH CRIPPLE
STUD(S), 2 PER SIDE
FOR DOORS OVER 8',
(2) 16d ® 16" O.C.
• HEADER PLATE
16d ® 12" O.C.
(2 ROWS MIN. FOR
• BUILT UP HEADER
OF 2x MATERIAL)
HEADER PER BILL
ROUGH OPNG. OF MATERIALS
HEADER FRAMING DETAIL
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GA[
T -BRi
TREAT
P LAT E
3'- 0 MIN.
16D NAILS
12" O.C.
ANCHOR DOWN W/
(2) 3/4" DIAMETER
BOLTS W/ PLATE
WASHERS, NUTS AND
3/4 "x16" HOOKED
ANCHOR BOLT W/
NUT PER BILL OF
MATERIALS
INSTALL (1)
PER CORNER AND
(1) PER SIDE OF
OVERHEAD DOOR
I
BRACING /HOLD
DOWN
DETAIL I
2x8
/FULL HT. HEADER
CRIPPLE
/ / / /// (2) 16d ® EACH
CRIPPLE
2x10
15
RAFTERS - SIZE AND SPACING
PER BILL OF MATERIALS
RIDGEE
PER B
MATERI,
ROOF SHEATING AND ROOFING
PER BILL OF MATERIALS
WITH (2) 16d
ATTACH SECOND
J TOP INTO
Kiu�t tSLAM AINU i 6d TOENAIL ON
EACH SIDE INTO RIDGE BEAM
RAFTER TO RIDGE BEAM
k.
x:.
16d ® 16" O.C.
\- r STAGGERED
ILL FRAME
SILL CRIPPLE
(2) 16d @ EACH END
WINDOW SILL
FRAMING DETAIL
w
J
J
(2) TOP PLATES
SIZE AS SHOWN
ON BILL OF
MATERIALS
STUDS - SIZE
AND SPACING
AS SHOWN ON
BILL OF MATERIALS
SIDING (AND
SHEATING IF
USED) PER BILL
OF MATERIALS
WALL
CONSTRUCTION
RAFTER - SIZE, MATERIAL AND SPACING
PER BILL OF MATERIALS
CLIP CEILING JOISTS AS REQ'D.
TOENAIL (2) 8d ON ONE SIDE
• 0 (1) 8d ON OPPOSITE SIDE
�l
'l �I JOIST NAILING
SEE JOIST NAILING SUBFACIA
2x JOIST # 16d
4
CEILING JOIST -
MATERIAL AND SPACING
PER BILL OF MATERIAL
(2) TOP PLATES
STUDS
*SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
NOT USED
ROUGH OPNG.
9
2x8
/FULL HT. HEADER
CRIPPLE
/ / / /// (2) 16d ® EACH
CRIPPLE
2x10
15
ILL FRAME
SILL CRIPPLE
(2) 16d @ EACH END
WINDOW SILL
FRAMING DETAIL
w
J
J
(2) TOP PLATES
SIZE AS SHOWN
ON BILL OF
MATERIALS
STUDS - SIZE
AND SPACING
AS SHOWN ON
BILL OF MATERIALS
SIDING (AND
SHEATING IF
USED) PER BILL
OF MATERIALS
WALL
CONSTRUCTION
RAFTER - SIZE, MATERIAL AND SPACING
PER BILL OF MATERIALS
CLIP CEILING JOISTS AS REQ'D.
TOENAIL (2) 8d ON ONE SIDE
• 0 (1) 8d ON OPPOSITE SIDE
�l
'l �I JOIST NAILING
SEE JOIST NAILING SUBFACIA
2x JOIST # 16d
4
CEILING JOIST -
MATERIAL AND SPACING
PER BILL OF MATERIAL
(2) TOP PLATES
STUDS
*SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
NOT USED
EAVE OVERHANG CLIP TAIL AS
REQ'D.
RAFTER TIE AT ROOF FASCIA - SIZE
EACH RAFTER AND MATERIAL PER
PER BILL OF MATERIALS BILL OF MATERIALS
TRUSS - SIZE, MATERIAL AND SPACING
PER BILL OF MATERIALS
\ _ TOENAIL (2) 8d ON ONE SIDE
(1) 8d ON OPPOSITE SIDE
�..... \ .A J CLIP TAIL AS
R E Q' D .
2x4 SUBFACIA
TRUSS PLATE PER
MANUFACTURERS
DESIGN
(2) TOP PLATES
STUDS
*SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
NOT USED
EAVE OVERHANG
LROOF FASCIA - SIZE
AND MATERIAL PER
TRUSS TIE AT EACH BILL OF MATERIALS
TRUSS PER BILL OF MATERIAL
RAFTER -J
GABLE FRA
GABLE STU
GABLE SHE
VVf1LL
16d GALV.
EACH GABLE STUD
(2) 16d TOENAIL
@ 16"- ALT. SIDES
(2) 16d ® EACH
GABLE END STUD
NO GABLE OVERHANG
............... l
(2) 16d GALV.
RAFTER GABLE EACH LADDER
OVERHANG FRAMING
(1 ) 16d 3' MAX. OVERHANG FRAMING
T ENAIL ® A (LADDER) PER BILL
12" O.C. OF MATERIALS
(2) 16d ® EACH -- GABLE SHEATING
GABLE END STUD \:��
3E
- -- GABLE STUD
Q = *SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
if NOT USED
WALL
WITH GABLE OVERHANG
VVNLL
(2) 16d GALV.
® 24" O.C.
GABLE SHEATING
NO GABLE OVERHANG
(2) 16d GALV. d
GABLE _ EACH LADDER
OVERHANG FRAMING
TRUSS 3' MAX. OVERHANG FRAMING
J (LADDER) PER BILL
OF MATERIALS
GABLE SHEATING
J
_ *SOFFIT (IF USED)
PROVIDE GABLE
F END BLOCK IF
NOT USED
WALL
Wf GABLE OVERHANG
GABLE END WALL /ROOF TRUSS OPTION
Irl./11 LI \I/-lLJ UU I F'ANtL
GABLE OVERHANG - RAVING H -CLIPS ON
ALL SHEET EDGES
RIDGE BETWEEN FRAMING
WALL BLOCK AT
MEMBERS
ALL SHEET ENDS ROOF
EAVE nl I II II II I II II II I
nl II II I II II II I II II
�I II II I II II II I II II
III III � �I I II II II I II II II
III III
III III �I II ,II I II II II I II II
SPACED ® 16" O.C. VAX. ON
EDGES AND 12" O.C. MAX. AT
INTERMEDIATE FRAMING.
2. ROOF SHEATHING TO BE
STAGGERED AS SHOWN. SHORT
EDGES SHOULD BEAR ON
FRAMING MEMBERS. GAP PANEL
1/32" TO 1/16' PROVIDE (1)
H -CLIP PER RAFTER SPACE
AT ALL EDGE JOINTS BETWEEN
FRAMING MEMBERS PER BILL
OF MATERIALS.
FULL PANEL EAVE
GABLE WALL ELEVATION ROOF PROJECTION
ROOF AND WALL SHEATING
2x4 CONT. TRUSS BRACING
PROVIDE ® 10' O.C. MAX.
NAIL TO EACH TRUSS W/2
16d NAILS
W DIAGONAL BRACING
= C 45' EACH
GABLE END
12
PITCH r
rrla-
RICATTED AND ERECTED IN
ACCORDANCE W/ THE TRUSS
PLATE INSTITUTE (TPI) TPI -85
QCM -77, SCP -78, HET -80
AND BWT -76.
2. SHOP DRAWINGS W/ AN
ENGINEERS SEAL SHALL
BE SUBMITTED TO THE
PURCHASER FOR DISTRUBUTION
TO BUILDING OFFICIAL AS
REQ'D.
10' -0"
OVIANG SPAN - - -r MAX.
TRUSS DETAIL
2x6
9
2x8
12
2x10
15
EAVE OVERHANG CLIP TAIL AS
REQ'D.
RAFTER TIE AT ROOF FASCIA - SIZE
EACH RAFTER AND MATERIAL PER
PER BILL OF MATERIALS BILL OF MATERIALS
TRUSS - SIZE, MATERIAL AND SPACING
PER BILL OF MATERIALS
\ _ TOENAIL (2) 8d ON ONE SIDE
(1) 8d ON OPPOSITE SIDE
�..... \ .A J CLIP TAIL AS
R E Q' D .
2x4 SUBFACIA
TRUSS PLATE PER
MANUFACTURERS
DESIGN
(2) TOP PLATES
STUDS
*SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
NOT USED
EAVE OVERHANG
LROOF FASCIA - SIZE
AND MATERIAL PER
TRUSS TIE AT EACH BILL OF MATERIALS
TRUSS PER BILL OF MATERIAL
RAFTER -J
GABLE FRA
GABLE STU
GABLE SHE
VVf1LL
16d GALV.
EACH GABLE STUD
(2) 16d TOENAIL
@ 16"- ALT. SIDES
(2) 16d ® EACH
GABLE END STUD
NO GABLE OVERHANG
............... l
(2) 16d GALV.
RAFTER GABLE EACH LADDER
OVERHANG FRAMING
(1 ) 16d 3' MAX. OVERHANG FRAMING
T ENAIL ® A (LADDER) PER BILL
12" O.C. OF MATERIALS
(2) 16d ® EACH -- GABLE SHEATING
GABLE END STUD \:��
3E
- -- GABLE STUD
Q = *SOFFIT (IF USED)
PROVIDE GABLE
END BLOCK IF
if NOT USED
WALL
WITH GABLE OVERHANG
VVNLL
(2) 16d GALV.
® 24" O.C.
GABLE SHEATING
NO GABLE OVERHANG
(2) 16d GALV. d
GABLE _ EACH LADDER
OVERHANG FRAMING
TRUSS 3' MAX. OVERHANG FRAMING
J (LADDER) PER BILL
OF MATERIALS
GABLE SHEATING
J
_ *SOFFIT (IF USED)
PROVIDE GABLE
F END BLOCK IF
NOT USED
WALL
Wf GABLE OVERHANG
GABLE END WALL /ROOF TRUSS OPTION
Irl./11 LI \I/-lLJ UU I F'ANtL
GABLE OVERHANG - RAVING H -CLIPS ON
ALL SHEET EDGES
RIDGE BETWEEN FRAMING
WALL BLOCK AT
MEMBERS
ALL SHEET ENDS ROOF
EAVE nl I II II II I II II II I
nl II II I II II II I II II
�I II II I II II II I II II
III III � �I I II II II I II II II
III III
III III �I II ,II I II II II I II II
SPACED ® 16" O.C. VAX. ON
EDGES AND 12" O.C. MAX. AT
INTERMEDIATE FRAMING.
2. ROOF SHEATHING TO BE
STAGGERED AS SHOWN. SHORT
EDGES SHOULD BEAR ON
FRAMING MEMBERS. GAP PANEL
1/32" TO 1/16' PROVIDE (1)
H -CLIP PER RAFTER SPACE
AT ALL EDGE JOINTS BETWEEN
FRAMING MEMBERS PER BILL
OF MATERIALS.
FULL PANEL EAVE
GABLE WALL ELEVATION ROOF PROJECTION
ROOF AND WALL SHEATING
2x4 CONT. TRUSS BRACING
PROVIDE ® 10' O.C. MAX.
NAIL TO EACH TRUSS W/2
16d NAILS
W DIAGONAL BRACING
= C 45' EACH
GABLE END
12
PITCH r
rrla-
RICATTED AND ERECTED IN
ACCORDANCE W/ THE TRUSS
PLATE INSTITUTE (TPI) TPI -85
QCM -77, SCP -78, HET -80
AND BWT -76.
2. SHOP DRAWINGS W/ AN
ENGINEERS SEAL SHALL
BE SUBMITTED TO THE
PURCHASER FOR DISTRUBUTION
TO BUILDING OFFICIAL AS
REQ'D.
10' -0"
OVIANG SPAN - - -r MAX.
TRUSS DETAIL