HomeMy WebLinkAboutConstruction detailsSteven Jenison10520 Shelbourne RdCarmel, IN 46032ENG. BY :
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Rustin S
XX
Alan S
Daniel L
20-2060-00BYDESCRIPTIONNO.DATE12024-06-20Rustin SApproval Set.........2x4 G
I
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T
S
WALK DOOR FRAME OUT DETAIL
2x8 T
R
E
A
T
E
D
(2) 2
x
6
F
R
A
M
I
N
G
2x GIR
T
S
2x GIR
T
S
2x GIR
T
S
LAMI
N
A
T
E
D
2x GIR
T
S
TREA
T
E
D
T
H
R
E
S
H
O
L
D
DOOR
H
E
A
D
E
R
FLAT
N
A
I
L
E
R
LAMI
N
A
T
E
D
2x4 P
O
L
E
F
I
L
L
(
T
Y
P
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)
TREATED 2x4 FASTENED TO BACKSIDE OF
TREATED 2x8 CENTER MATCH FOR THRESHOLD
NOTE:
IF DOOR IS LOCATED IN AN INSULATED WALL,
ALL GAPS BETWEEN R.O.'s & DOOR FRAMES WILL
BE SEALED W/ LOW EXPANDING SPRAY FOAM
SCALE: 3
8" = 1'-0"3"CENTE
R
M
A
T
C
H
COLU
M
N
COLU
M
N
ALTERNATING SCREW PATTERN (WALL)
SCALE: 1/4" = 1'-0"
ALTERNATING ROWS:
SCREW BESIDE OVERLAP
SCREW INTO EACH OVERLAP
SOLID ROW
SOLID ROW @ EAVE OR
RAKE LOCATION
SOLID ROW
SOLID ROW
ALTERNATING ROW
ALTERNATING ROW
DRIP CAP
GRADE BOARD
SOLID ROWS:
SCREW BESIDE EACH RIB
SCREW INTO EACH OVERLAP
TYPICAL OHD BLOCKING DETAIL
C
A
B
D
SCALE: NTS
(TYPICAL 24" HEADROOM TRACK ONLY)
STANDARD OHD BLOCKING TO BE
INSTALLED UNLESS INFORMED
OTHERWISE BY THE PURCHASER
ALL SIDEWALL OHD BLOCKING SHALL BE
2x6 SYP WITH SIMPSON LU26 HANGERS
W/ (10) #9 x 1 12" SD SCREWS
A = Door height
B = 1/2 door height (Door taller than 12')
C = Door height + 3'-6" (operator)
D = 1/2 of "C" dimension (operator center support)
Double up 2x6 framing if door is 24' or
wider. (All OHD blocking to be SYP)
AT ADDITIONAL COST EXTRA FULL
WIDTH BLOCKING AVAILABLE UPON
REQUEST FOR SIDE OR END DOORS
2x6 FOR DOORS ≤ 16' WIDE
2x8 FOR DOORS > 16' WIDE
8. FASTEN 2nd 2x2 NAILER TO FORM
"CLAMP" FOR LOOSE ENDS OF VISQUEEN
COMING FROM EACH DIRECTION
6. INSULATE ENDWALL W/
UNFACED BATT INSULATION
7. INSTALL VISQUEEN
9. INSTALL INTERIOR GIRTS
THERMAL INSTALLATION SEQUENCE @ CORNER
SCALE: 1" = 1'-0"
1. INSULATE SIDEWALL W/
UNFACED BATT INSULATION
2. INSTALL VISQUEEN AS
SHOWN
3. INSTALL INTERIOR GIRTS (TO
BE ATTACHED TO THE 1st PLY
OF THE CORNER COLUMN)
4. INSTALL 2x2 NAILER IN LINE
W/ INSIDE FACE OF ENDWALL
COLUMNS
5. TACK VISQUEEN TO 2x2
AS SHOWN
ENSURE BATT INSULATION HAS
FULL LENGTH CONTACT W/ COLUMN
(4) CONCRETE SCREWS
(4) CONCRETE SCREWS
(PER SIDE)
BOARD CONNECTION
SCALE: 3/4" = 1'-0"
PRIMARY GRADE
PRIMARY GRADE
BOARD
(5) 10d NAILS PER GIRT
@ CORNER BAYS (U.N.O.)
GIRT CONNECTIONS
SCALE: 3/4" = 1'-0"
(4) 10d NAILS PER GIRT
@ NON-CORNER BAY
LOCATIONS (U.N.O.)
(3) 10d NAILS PER GIRT
@ EVERY SPLICE (U.N.O.)
(1) PURLIN SCREW
PURLIN CONNECTION
SCALE: 3/4" = 1'-0"
STRAIGHT-THRU
RIDGE PURLINS
24" SCAB W/ (2)
16d R.S. PER END
(1) PURLIN SCREW
(1) 16d NAIL TOE-NAILED
INTO TOP OF TRUSS
(1) 16d NAIL PER END OF
PURLIN LAP (U.N.O)
(3) 16d R.S. NAILS &
(2) 3" DECK SCREW IN
TOP F&J GIRT
(1) 16d R.S. NAILS &
(2) 3" DECK SCREW IN
EACH TOP F&J GIRT
BARGE CONNECTION
SCALE: 3/4" = 1'-0"
1. RUN WALL VISQUEEN W/ 6" MINIMUM
TAIL AT TOP OF WALL. VISQUEEN FASTENED
TO COLUMN FACE W/ STAPLES, ALL LAPS
SHALL BE ON A COLUMN FACE & BLOCKED.
2. RUN INTERIOR GIRTS INCLUDING TOP
GIRT
3. START CEILING VISQUEEN W/ 4" MINIMUM
TAIL AT SIDEWALL.
VAPOR BARRIER SEQUENCE DETAIL
SCALE: 1" = 1'-0"
4. INSTALL AJ TRIM TO PINCH (2) LAYERS
OF VISQUEEN
5. RUN CEILING VISQUEEN. FASTEN TO THE
BOTTOM CHORD W/ PLASTIC CAPS, ALL
LAPS SHALL BE A MINIMUM OF 4'.
ALTERNATING SCREW PATTERN (ROOF)
SCALE: 1/4" = 1'-0"
RIDGE ROW SHOULD HAVE
TWO NAILS PER SHEET
SOLID ROWS:
SCREW BESIDE EACH RIB
SCREW INTO EACH OVERLAP
RIDGE LOCATION
SOLID ROW
ALTERNATING ROW
BARGEALTERNATING ROWS:
SCREW BESIDE OVERLAP
SCREW INTO EACH OVERLAP
SOLID ROW
ALTERNATING ROW
SOLID ROW
TRU
S
S
RIDGE DETAIL
SCALE: 1" = 1'-0"
ROOF PITCH DISTANCE TO FIRST PURLIN
2/12
2.5/12
3/12
3.25/12
3.5/12
4/12
4.5/12
5/12
5.5/12
6/12
6.5/12
7/12
7.5/12
3"
2 3/4"
2 1/2"
2 1/2"
2 1/4"
2 1/4"
2"
1 3/4"
1 3/4"
1 1/2"
1 1/2"
1 1/4"
1"
REFERENCE CHART
REQUIRED
PURLIN BLOCKS
SEE CH
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P-RC 13 RIDGE CAP
UNI-VENT II VENTED
GASKET
2x4 PURLIN
RIDGE SCREW W/
BEAD OF CAULK
MAX-RIB STEEL
ROOFING
RAKE FINISH DETAIL
SCALE: 1" = 1'-0"
RAKE TRIM
CORNER TRIM
GUTTER
(OPTIONAL)
RAKE TRIM TO
STOP AT EDGE
OF ROOF STEEL
STEEL SIDING
12" SIDE OVERHANG W/ END OVERHANG
FASCIA
F & J CH
A
N
N
E
L
THIS IS A GENERIC DETAIL TO SHOW OVERHANG FASTENERS.
ACTUAL OVERHANG CONSTRUCTION MAY VARY FROM THIS DETAIL.
(4) 16d R.S. NAILS
12" OVERHANG CONNECTION
SCALE: 1" = 1'-0"
(2) PURLIN SCREWS IN
OVERHANG TAIL
SIMPSON DTT1Z ANCHOR:
(1) STRUCTURAL-M SCREW INTO
BASE OF ANCHOR & (6) SD#9-1 12"
SCREWS INTO FACE OF ANCHOR
BCT CONNECTION
SCALE: 3/4" = 1'-0"
(1) PURLIN SCREW
(1) 16d NAIL TOE-NAILED
INTO TOP OF TRUSS
(1) PURLIN SCREW
TRUS
S
TRUS
S
BC
T
(1) 16d NAIL PER SIDE
(U.N.O)
SHEARWALL SW-400 DETAIL
SCALE: NTS
4x8 S
H
E
E
T
7/
1
6"
O
S
B
SPACE PANEL W/ 8d NAILS
10d RING SHANK NAILS THROUGH
BLOCKING INTO POST @4"o.c. - SW400
2x6 BLOCKING (SYP #1 or BETTER)
2x4 GIRTS @ 24"o.c. (max.)
(1) LAYER 716" OSB
16 ga. x 1 3 4" STAPLES @
TYPICAL LAMINATED COLUMN
2 12" o.c. @ PERIMETER -SW400
12" o.c. @ INTERIOR -SW400
2x8 CENTER MATCH
2x4 BUILDING GIRTS
2x4 GIRTS 24"o.c. FOR
SHEAR WALL
2x6 OR 2x8 BLOCKING
BETWEEN GIRTS
TRUSS
2x8 BLOCKING (SYP #1 or BETTER)
AT CONTINUOUS SHEAR COLS
COLUMNS IN-GROUND
TYPICAL 7'-9' POST SPACING
CONCRETE SCREWS -
INSTALL (1) IN MIDDLE
AND (1) NEAR EACH
END OF SILL PLATE
SILL PLATE INSTALLATION
SCALE: 1/2" = 1'-0"SEAL650SHEET TITLE:MISC DETAILCOPYRIGHT FBi Buildings, Inc.