HomeMy WebLinkAboutFraming and Truss PlansALAN HENDERSON12011 HOOVER RD.CARMEL, IN 46032ENG. BY :
PSC :
DRAWN BY :
MTO BY :
FBi PROJECT # :
SHEET :
Micah Z.
XX
Micah Z.
Mark H.
20-0168-00BY DESCRIPTIONNO. DATE 1 2020-05-21 MICAH Z. APPROVAL SET2 2020-05-27 MICAH Z. APPROVAL SET (INCL. ENGINEERING REVISIONS)........2x4 G
I
R
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
LAMIN
A
T
E
D
2x GIR
T
S
TREAT
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
LAMIN
A
T
E
D
2x4 POLE FILL ( TYP.)
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
COLUM
N
COLUM
N
TYPICAL OHD BLOCKING DETAIL
C
A
B
D
SCALE: NTS
(TYPICAL 24" HEADROOM TRACK ONLY)
CREW NOTE:
STANDARD OHD BLOCKING TO BE
INSTALLED UNLESS INFORMED
OTHERWISE BY THE PURCHASER
ALL SIDEWALL OHD BLOCKING SHALL BE 2x6
USE 2x6 JOIST HANGERS @ EA. CONNECTION
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
PGB TO COLUMN CONNECTION
SCALE: 3/4" = 1'-0"
(4) 16d R.S. NAILS
(4) 16d R.S. NAILS
PG
B
(5) 10d NAILS PER GIRT
@ CORNER BAYS (U.N.O.)
GIRT TO COLUMN CONNECTION
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) 6" FASTENMASTER
HEADLOK SCREW
(1) 16d NAIL
TOE-NAIL
(1) 16d NAIL OR
(2) 10d NAILS
(PER SIDE) (U.N.O)
PURLIN CONNECTION
SCALE: 3/4" = 1'-0"
STRAIGHT-THRU
RIDGE PURLINS
24" SCAB W/ (2)
16d R.S. PER END
(1) 6" FASTENMASTER
HEADLOK SCREW
WOOD HEADER FASTENER PATTERN
SCALE: 3/4" = 1'-0"
10d NAILS @ STUB (REFER
TO HEADER DETAIL FOR
REQUIRED QUANTITY)
10d NAILS @ STUB (REFER
TO HEADER DETAIL FOR
REQUIRED QUANTITY)
(3) 10d NAILS @ GIRT TO
COLUMN CONNECTION (U.N.O)
HEADER ONLY HELD BACK
FOR ADJACENT GIRT
ALTERNATING SCREW PATTERN (ROOF)
SCALE: 1/4" = 1'-0"
RIDGE ROW SHOULD HAVE
TWO NAILS PER SHEET
SOLID ROWS:
SCREW BESIDE OVERLAP
SCREW INTO EACH OVERLAP
SCREW BESIDE EACH RIB
RIDGE LOCATION
SOLID ROW
ALTERNATING ROW
BARGE
ALTERNATING 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
A
R
T
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
R
CORNER TRIM
GUTTER
(OPTIONAL)
RAKE TRIM TO
STOP AT EDGE
OF ROOF STEEL
STEEL SIDING
12" SIDE OVERHANG WITH END OVERHANG
FASCIA
F & J C
H
A
N
N
E
L
THIS IS A GENERIC DETAIL TO SHOW OVERHANG FASTENERS.
ACTUAL OVERHANG CONSTRUCTION MAY VARY FROM THIS DETAIL.
SIMPSON DTT1Z ANCHOR:
(1) 4" GRK INTO BASE OF
ANCHOR & (6) SD#9-1 12"
SCREWS INTO FACE OF ANCHOR
(4) 16d R.S. NAILS
(3) 16d R.S. NAILS & (2) 3"
DECK SCREW IN 2x6 F&J GIRT
(1) 4" GRK SCREW (PER
SIDE) THROUGH EACH EAR
12" OVERHANG CONNECTION
SCALE: 1" = 1'-0"
FASTEN TRUSS TO END-FILL W/
(5) 16d R.S. NAILS AT EACH
END-FILL LOCATION
FASTEN TRUSS WEB
TO END-FILL W/ (2)
16d R.S. NAILS AT
EACH END-FILL
LOCATION
FASTEN TRUSS TO
COLUMN / END-FILL
W/ (5) 16d R.S.
NAILS AT EACH
COLUMN LOCATION
TRUSS TO ENDFILL
SCALE: 3/4" = 1'-0"
(10) 10d NAILS
THRU EACH SIDE
INTO END FILL
PRECUT END FILL
(LENGTH VARIES)
END-FILL TO COLUMN
SCALE: 3/4" = 1'-0"
3-PLY END WALL
COLUMN WITH 1-PLY
END FILL POCKET
#
$
%
&
'
()*
:
$
:
:
:
:
:
:
$
PURLIN & BCT LAYOUT
SCALE: 1/4" = 1'-0" 0'-2 1/4"1'-10 3/4"3'-9 3/4"5'-8 3/4"7'-7 3/4"9'-6 3/4"10'-0"
B/ HEADER
DOOR #2 HEADER DETAIL
SCALE: 1" = 1'-0"
B/ TRUSS
3-PLY 2x6 SYP STUB @ 9' o.c.
MAX, RAN UP TO TOP CHORD
2x6 SYP
2x6 SYP JAMB BOARD
LAMINATED COLUMN
2x4 JAMB BOARD
2x6 SYP
BOTTOM CHORD
OF END TRUSS
107'-11 12"
110'-0"
2x12 SYP BLOCKING
2x12 SYP BLOCKING
B/ HEADER
(H-1) HEADER DETAIL
SCALE: 1" = 1'-0"
B/ TRUSS
SEE CORRESPONDING
WALL SECTION FOR
TRUSS FASTENER
SPECIFICATIONS
3-PLY 2x6 STUB W/
CENTER SLOT FOR
TRUSS
(2) 2x8 HEADER W/
(18) 10d @ STUB
(18) 10d @ POST
2x6 SYP W/ (1) 10d @
24" o.c. EACH SIDE 108'-2 14"
110'-0"SEAL650SHEET TITLE:MISC DETAILCOPYRIGHT FBi Buildings, Inc.
TRUSS DRAWING
SCALE : N.T.S.
9#40+0) 4'#�&(1..19#..016'5106*+5&4#9+0)
+/2146#06 (740+5*6*+5&4#9+0)61#..%1064#%6145+0%.7&+0)6*'+056#..'45
6TWUUGUTGSWKTGGZVTGOGECTGKPHCDTKECVKPIJCPFNKPIUJKRRKPIKPUVCNNKPICPFDTCEKPI4GHGTVQCPFHQNNQYVJGNCVGUVGFKVKQPQH$%5+
$WKNFKPI
%QORQPGPV5CHGV[+PHQTOCVKQPD[62+CPF5$%# HQTUCHGV[RTCEVKEGURTKQTVQRGTHQTOKPIVJGUGHWPEVKQPU+PUVCNNGTUUJCNNRTQXKFGVGORQTCT[
DTCEKPIRGT$%5+7PNGUUPQVGFQVJGTYKUGVQREJQTFUJCNNJCXGRTQRGTN[CVVCEJGFUVTWEVWTCNUJGCVJKPICPFDQVVQOEJQTFUJCNNJCXGCRTQRGTN[
CVVCEJGFTKIKFEGKNKPI.QECVKQPUUJQYPHQTRGTOCPGPVNCVGTCNTGUVTCKPVQHYGDUUJCNNJCXGDTCEKPIKPUVCNNGFRGT$%5+UGEVKQPU$$QT$
CUCRRNKECDNG#RRN[RNCVGUVQGCEJHCEGQHVTWUUCPFRQUKVKQPCUUJQYPCDQXGCPFQPVJG,QKPV&GVCKNUWPNGUUPQVGFQVJGTYKUG4GHGTVQ
FTCYKPIU#Ä<HQTUVCPFCTFRNCVGRQUKVKQPU
+69$WKNFKPI%QORQPGPVU)TQWR+PEUJCNNPQVDGTGURQPUKDNGHQTCP[FGXKCVKQPHTQOVJKUFTCYKPICP[HCKNWTGVQDWKNFVJGVTWUUKPEQPHQTOCPEG
YKVJ#05+62+QTHQTJCPFNKPIUJKRRKPIKPUVCNNCVKQPCPFDTCEKPIQHVTWUUGU#UGCNQPVJKUFTCYKPIQTEQXGTRCIGNKUVKPIVJKUFTCYKPI
KPFKECVGUCEEGRVCPEGQHRTQHGUUKQPCNGPIKPGGTKPITGURQPUKDKNKV[UQNGN[HQTVJGFGUKIPUJQYP6JGUWKVCDKNKV[CPFWUGQHVJKU
FTCYKPIHQTCP[UVTWEVWTGKUVJGTGURQPUKDKNKV[QHVJG$WKNFKPI&GUKIPGTRGT#05+62+5GE
(QTOQTGKPHQTOCVKQPUGGVJKULQDUIGPGTCNPQVGURCIGCPFVJGUGYGDUKVGU +69$%) YYYKVYDEIEQO 62+ YYYVRKPUVQTI 5$%# YYYUDEKPFWUVT[EQO +%% YYYKEEUCHGQTI
.WODGT
8CNWG5GV 0&5
6QREJQTFZ52
$QVEJQTFZ52
9GDUZ52
2WTNKPU
+PNKGWQHUVTWEVWTCNRCPGNUQTTKIKFEGKNKPIWUGRWTNKPU
VQNCVGTCNN[DTCEGEJQTFUCUHQNNQYU
%JQTF5RCEKPI
KPQE 5VCTV
HV 'PF
HV
6%
$%
#RRN[RWTNKPUVQCP[EJQTFUCDQXGQTDGNQYHKNNGTU
CV1%WPNGUUUJQYPQVJGTYKUGCDQXG
.QCFKPI
6TWUUFGUKIPGFHQTWPDCNCPEGFUPQYNQCFU
9KPF
9KPFNQCFUDCUGFQP/9(45YKVJCFFKVKQPCN% %
OGODGTFGUKIP
/CZKOWO4GCEVKQPU
NDU
.QE 4 7 4Y 4J 4.9
*Ä
'Ä Ä
9KPFTGCEVKQPUDCUGFQP/9(45
*/KP$TI9KFVJ4GS
'/KP$TI9KFVJ4GS
$GCTKPIU* 'CTGCTKIKFUWTHCEG
/CZKOWO6QR%JQTF(QTEGU2GT2N[
NDU
%JQTFU 6GPU%QOR
#Ä$Ä
$Ä%Ä
%JQTFU 6GPU%QOR
%Ä&Ä
&Ä'Ä
/CZKOWO$QV%JQTF(QTEGU2GT2N[
NDU
%JQTFU 6GPU%QOR
#Ä)Ä
)Ä(Ä
%JQTFU 6GPU%QOR
(Ä'Ä
/CZKOWO9GD(QTEGU2GT2N[
NDU
9GDU 6GPU%QOR
$Ä)Ä
)Ä%Ä
9GDU 6GPU%QOR
%Ä(Ä
(Ä&Ä
.QCFKPI%TKVGTKC
RUH
6%..
6%&.
$%..
$%&.
&GU.F
0%$%..
5QHHKV
.QCF&WTCVKQP
5RCEKPI
9KPF%TKVGTKC
9KPF5VF #5%'Ä
5RGGF ORJ
'PENQUWTG %NQUGF
4KUM%CVGIQT[ +
':2 %
/GCP*GKIJV HV
6%&. RUH
$%&. RUH
/9(452CTCNNGN&KUV VQJ
% %&KUVC HV
)%RK
9KPF&WTCVKQP
5PQY%TKVGTKC
2I2HKP25(
2I %V %#6 +
2H %G
.W %U PQVWUGF
5PQY&WTCVKQP
%QFG/KUE%TKVGTKC
$NFI%QFG +$%
62+5VF
4GR(CEVQTU7UGF 0Q
(646
2NCVG6[RG
U
9#8'
&GHN%5+%TKVGTKC
22&GHNGEVKQPKPNQE.FGHN.
8'46
.. (
8'46
6. (
*14<
.. (ÄÄ
*14<
6. (ÄÄ
%TGGR(CEVQT
/CZ6%%5+
/CZ$%%5+
/CZ9GD%5+
/HI5RGEKHKGF%CODGT
8+'98GT #
ÄÄ
#NCP*GPFGTUQP
6
2N[
3V[
9IV NDU
5'30 6%1/0
(41/ .*&49
07/16/20
David Rutti