HomeMy WebLinkAboutTrussCJ1
CJ3
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12' 26'-8"
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13' —4" 21'-4"-
1' —4" 19'-41
38'-8"
CJ1
CJ3
CJ5
CJ5
'Svc
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERWISE
ALL HANGERS ARE USP 'HUS26".
8._8.. ELEV.
jow mm'0 1 osm"
ns soar Teoomr cRrnm
T.GLL 20 pat
TCLL .pat
I..= 7 pat
TGDL 10 pat
BCDL 10 pat
BC.DL 5 pit
7DTAL 55 pat
TOTAL 37 pat
DFATXN FACMR 1.25
DURAWN FACWR 1.00
IND SFANUARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
NID ow 160 mph
2" FOR PLUMBING IF NESSARY
�
TRUSS SPACING
Tlw III —FLOOR
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
�3
L16
8"
r`i2 1' — 0" BRIG,
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24" O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FRCM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES,
NO BACKCHARGES WILL BE HONORED.
WARNING
COVJ+iIONAI rRANING ERECTW 4xp/O E40-
SBIUTY OF THE TRUSS DESGNER. PLATE MANUFA—PER. OR 'TRUSS FASR CAFOR.R PERSONS
PREVENT TOR INO GMpInG
L.
PERMANIENTT BRACING YdICH MAY BE PECUIREO
I'EP C DURING ONS S: AND EE -SEACNG S COVNENTARY AND
RECOMMENDATIONS- FORNRinER iNFORMAVON.
E INSTALLED IN A STRNGHi RE NO SHEATHING
AND/O BOitOM OI
EDION THE ENGWEERED pE ' Tu
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES 1
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EOUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITES ARE LIMITED TO THOSE DESCRIBED IN WTCA
I-1995 DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHOR12AT10Y TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT,
OVERHANGS, CEILINGS, ETC..
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WTH THIS TRUSS LAYOUT.
1)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE i0 BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS BASED ON MR CURRENT DELIVERY SCHEDULE )
E
A�
V
Q �
B
S
O
C
N
S
RANEY
COMPONENTS,
LLC��1y��
19990 Independne Blvd.
GR0% ND FL 34736 RA
GMCE 352-429-9429 ® COMPONENTS
FAX: 352-429-7429
E-NAIL• TrussPlantGmeyeomponentswm
sTFf �, ER:
�Horton
OT/BLK/SUSDV:
Creekside Lot 51
90ENU
4EAB Aria "C"
Wl' NINE-
c • -
RANEY COMPONENTS
aney 19900 Independence Blvd.
Groveland, FI 34736
omnonents, LLc one: (352)429-9429 . (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0051A
Printed: Thu, Oct 17 2019
. uri ►nrvrmauorl;
Address:
FOR Name and License Number:
customer Name:
Creekside Lot 51
:)R Horton
3234 Trinity Cir
7escdpdon:
City, State, Zip:
4EAB Aria "C'
Fort Pierce, FL
—Loading Information:
Roof Loads:
Floor Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead., BC Live:
BC Dead:
20 7
0
10
20
1 7 0-T
10
Bldg. Code: W/nd Sid:
Wind Speed.,
Bldg. Useage: Bulld/ng Type:
Wlnd Type:
FBC 2017 RES ASCE 7-10
160
Residential - CAT II C
MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru 22 Total 22
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A1A
3
A2
4
A3
5 A4
C
A5
7
A6
8
A7
9 A9G
%
A8G
11
B1
12
B2GE
13 C1GE
14
MV6
15
MV4
16
MV2
17 EJ7
18
ERA
19
cis
20
CJ3
21 CJ1
22
HJ7
4 ;�o�tr , Digitally signed by
'a n u e l Manuel Martinez
°' orre�
No 047iG
Winen 10:3434 -04'00'
11% STATE OF hAlfq,61,11111//�'�
i*t3"*parr.*, y'4 6� .• , C �/ 1j
sst 47 182
40015858295D3D9CXA4DE DE 7968 ED F9 Av
mmaaxneeamusaanrrwdr�arm ax�n'iraaevn�anmt�lea �,N __.. ,`� • :y} �
H rA. tie.®anazlm+ mm tls+arhscrt3!»Y!u sows - - -°
S.tiMAXdilef0t03A t � b
r�w�ae waoet ia«�ce:auffioawee.v as esmdsra �y +,,: �. '/'-
usMefWwlmthA�sioliePsc�ar."Yzt�cmeiaimea7ei�ama �.. �'° "V
"'?� tie' �• r.'6 � :@ 4w'�~
p e
��Pa' Io1 t�'It9
I SEQN: 667772 / T11 / COMNI Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 7 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 224.0 Ibs Truss Label: Al I .. / ... 10/17/2019
g4X6
3�
64"8 7'10" 14'4"7 19'4" + 24'3"9 + 30,10" +*34 38'8" ;
6'4"8 1'S" 6'6'7 4'11"9 4'11"9 6'67 1'5 6'4"8
F=-5x6
RX4 -4X6 =-3X4 =3X8 =3X4 4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
A 38'8"
6'2"12 + s'9°4 + 2'0"1 5'3.1 s'3°1 T z'0"15r s's°a + s'2"1z +1
6'2"12 12' 14'1 19'4" 24'7"1 26'8" 32'S"4 38'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Sonit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot'chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.176 N 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.315 N 999 180
B 1606 /- /- /936 /692 1433
Snow Duration: NA
HORZ(LL): 0.074 L - -
J 1606 /- P 1936 /692 /-
HORZ(TL): 0.132 L
Wind reactions based on MWFRS
Code / Mlsc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.9
Bldg Code: FBC 2017 RES
Max TC CSI: 0.774
J Brg Width = 8.0 Min Req = 1.9
TPI Std: 2014
Max BC CSI: 0.583
Bearings B & J are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.9
Bearings B & J require a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G 1786 -1841
B - C 2411 -2955 G - H 1995 -2323
C - D 1968 - 2359 H -1 1968 - 2360
D - E 1995 -2322 I - J 2411 -2956
E-F 1786 -1841 J-K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R 2583 -1933 O - N 2009 -1335
R - Q 2580 -1934 N - M 2581 -1924
Q - P 2580 -1934 M - L 2581 -1924
P - O 2008 -1319 L - J 2584 -1924
�',*Vi - ®�°d
Maximum Web Forces Per Ply (Ibs)
}rrsayrry.�1j
n: ' 0
Webs
Tens.Comp.
Webs Tens. Comp.
+°� t+'' m
R - C
278 - 5
O - G 790 - 756
d t� d'
C - P
688 - 603
G - N 460 - 267
P - E
460 - 267
N - I 688 - 603
$ N:
E - 0
790 - 755
I - L 278 - 6
I
F - O
1371 -1230
` 49015858285D309C3 UMDET96EE0F9
. .. dtts�mrtatweasssauroacmrte�rcrases ao�aep xaarxs>aammta;
Pr [€r..tee.ea7tali�r�EltatQovau�aaar.�pauwl
,'r:�cnticattasua3s,.
- i�irEai611orti#eQocraswaamhcrtansl6saac�Oe9naM sss6d
MA tem SPA4xszhN&aVMta0eMr A WOW 45 V4cdMUatz
cas+iu.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin 'shipping, installing and bracing. Refer to and follow the latest editi n of SCSI (Building
t Safety Information, byy TPI an SBCA) fog safety practices prior to pertorming these functions. Installers sham provide temporary
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
id ceilingq Locations shown for ermanent lateral restraint cf webs shall have bracin insalleii per BCSI sections B3, 67 or B10,
6e. AppTy 3tes to each face otPtruss and position as shown`abdve and on the Joint9Details, unless noted otherwise. (2efer to
60A-Z for s�andard plate positions.
Of
TPI 1, or for It
acceptance
any structure
failure to build the
g or cover page
in. The suitability
aney
omponenrs. m
IFROM: AH 774 / T22 / COMNI Wgt Job1260.4 Ibs I Truss AriaLab"C /DRll A Horton /4EAB Aria "C" ,DR Horton I DRW:/ 10/17/2019 I
{{��19�'4"J 2� 4'3"8;
1"5"17 31'12
6'4°9 _LT9"1p 14'4"8 _i_ 1T10"4_e 21'1"1 30'10" 32'3" 38'8"
6'4°9 1'5° 6'6"14 3'5"12 1"9'12 6'6'8 1'5" 6'4"8
m2X4 =4x6 =5X10 MX4 102X4 =5X10 =axs 1117X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
Ft' 6'2'13 5'9"3 2'2"12 39"4 3' 3'S°4 2'2"12 5'9"4 6'2"12 1�
6'2"13 12' 14'2"1 18' 21' 24'5"4 26'8° 32'S"4 388"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.351 Q 999 180 B 1523 /- /- /935 1691 /433
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 N - - L 1523 /- /- /935 /691 /-
EXP: C Kzt: NA HORZ TL 0.179 N Wind reactions based on MWFRS
Des .00 Mean Height: 15.00 ft ( )
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8
TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.770 L Brg Width = 8.0 Min Reg = 1.8
Soffit: 2.00 9
BCDL: 5.0 psf Bearings B & L are a -rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.598
Bearings B & L require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2309 -2307
Lumber B - C 2406 -2779 H - I 2270 -2394
Top chord 2x4 SP #1 C - D 1960 -2167 I - J 1988 -2131
Bot chord 2x4 SP #1 D - E 1988 -2130 J - K 1961 -2168
Webs 2x4 SP #3 E - F 2231 -2343 K - L 2406 -2779
F- G 2261 - 2247 L- M 27 0
Bracing
(a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp.
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails B - W 2427 -1929 R - P 12 -10
@ 6" oc. W - V 2424 -1929 P - O 2424 -1924
V - U 2424 -1929 O - N 2424 -1924
Wind U-T 11 -9 N-L 2427 -1924
Member design based on both MWFRS and C&C.; S - Q 1848 -1125
•;� �� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Vitas' 0471�2 ,~•
4 W - C 282 -6 G - Q 941 -1008
C-U 688 -618 Q-R 10 -1
U-E 541 -729 Q-H 165 18
! ;Y TAT U - S 2156 -1531 Q -1 508 -245
100 .� " �j4� E - S 282 -13 Q - P 2218 -1594
r,
r��.. S`;+ F - S 178 -16 I - P 632 - 844
S-T 22 -1 P-K 688 -617
��9s7C�ftitlif_G4�S S-G 908 -988 K-N 282 -6
4001555829 5D31) 9C 3C A4 DE DE 7965 EO F9
rags nnnRmtmsc++eaeumucxrtcgne:tam — a'9 taauxeumeum,
rt fR. tk.1147!ffif an tAa dx� sD.awr.a'Umae a�aa s: A1
acT.na„czaswemr.�c.
ANV4940PUZ of tlrsdu.tw araaataosld Wa,Oud and tamkd
mewl rte dSmv7haukaurmftaJa +ctdm'awYsca-aWveaacu
aroW.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr m7enrs. uc
as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to Y
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrFPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of profession I engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
SEQN: 667768 / T7 / SPEC Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 2 4EAS Aria "C./DR Horton 14EAB Aria "C" ,DR Horton DRW:
Wgt: 224.0 Ibs Truss Label: A2 .. / ... 10/1712019
i 6'4"8 7'10"13 14'4"7 19' 24'3"9 30'9"7 32'3" 38'8" i
6'4"8 +1'6" 6'5"14 + 4'7"9 + 5'3"9 + 6'5"14 +1'6" 6'4"8
fo
0
:6(A2)
IlI X4 = X6 =3X4 =3X8 =3X4 4X6 QI2X4
SEAT PLATE REQ.
12 5'9"4
6'2"12 12'
38'8"
2'0"1 10'6"2 2'0"1
14'01 24'7"1 26'8"
SEAT PLATE REQ.
5'9"4 6'2"82 1
32'5"4 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.176 N 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.315 N 999 180
B 1606 /- /- /934 /684 1427
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.074 L - -
J 1606 /- !- /934 /684 /-
EXP: C Kzt: NA
Des
HORZ TL 0.132 L
( )
Wind reactions based on MWFRS
.00 Mean Height: 15.00 ft
NCBCLL: 10.00
Code / Misc Criteria Creep Factor: 2.0
B Br g Width = E.0 Min Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00 p
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.773
J Brg Width = 8.0 Min Req = 1.9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.583
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Fac: Yes Max Web CSI: 0.931
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G 1751 -1841
Lumber
B - C 2378 -2955 G - H 1962 -2321
C - D 1935 - 2359 H - I 1935 - 2360
Top chord 2x4 SP #1
D - E 1962 -2320 I - J 2379 -2956
Bot chord 2x4 SP #1
E - F 1751 -1841 J - K 27 0
Webs 2x4 SP #3
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp. Chords Tens. Comp.
member. Or 1x4 "T" reinforcement. 80% length of
B - R 2583 -1903 O - N 2009 -1312
web member. Same species & SRB grade or better,
RI- Q 2580 -1903 N - M 2581 -1901
attached with 8d Box or Gun (0.113"x2.5",min.)nails.
@ 6" oc.
Q - P 2580 -1903 M - L 2681 -1901
P - O 2008 -1297 L - J 2584 -1900
Loading
Truss passed check for 20 psf additional bottom
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-hi h x 24"-wide
��;�
Webs Tens.Comp. Webs Tens. Comp.
clearance.
d%*''1ii ES+ 'aid
• 0.` •s sr
R - C 278 - 5 O - G 803 - 755
�=
Wind
b� (� 04716
C - P 689 -603 G - N 460 -267
Member design based on both MWFRS and C&C.
P - E 460 -267 N - I 689 -603
*
E - O 803 - 754 I - L 278 - 6
O-F 1370 -1239
A
Vim• �'a STATE 0 F
40015E 5829 51)3D 9C X A4 DE DE 796E E8 F9
wattt®nsaancexn eranraa4asya ,ud ft a4a wj—'iaalMY .A,
Pt 17t•Lit 0471m)"ft dW It-b--1a DWI
acth.t=UMCWa
lad "S+A+XXMM IM4W4r5ah. fahiftld O[i m dttlwk
eMhi
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI an SBCA) fr sa shipping,
practices prior to performing these functions. Installers shall provide temporary uric,
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or' 0, om ouents. uc
as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. (2efer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSAPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of r ) essiona engineerin9 responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
I SEQN: 712351 / T6 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: JAH City: 2 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR,_Horton DRW:
Wgt: 275.8 Ibs Truss Label: A3 / .. 10/17/2019
6'4°9 7'10"� 14'4°8 t 17' 19'4"+ 21'8"+ 24'3'8+ 30'9'7 �323"7 388"
6'4"9 1'6" 6'5"15 2'7"8 2'4" 2'4" 2'7°8 6'5'15 1'6" 6'4"9
o5X8 1112X4 55X8
F G H
1112X4 =4X6 =3X4 =3X4 =_UB =3X4 =-3X4 =4X6 012X4
SEAT PLATE REQ.
F1' 6'2"13 5'9"3
13 12'
38'8"
2'1" 2'11" 2'4" 2'4" 2'11" 2'1"
14'1" 17' 19'4" 21'6" 247' 26'8"
SEAT PLATE REQ.
5'9"3 6'2"13 1,
32'5"3 38'8°
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.151 P 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.283 P 999 180
B 1523 /- /- /940 /695 /385
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.065 N - -
L 1523 P P 1940 /695 /-
EXP: C Kzt: NA
Des Ld: 37.00
HORZ(TL): 0.122 N. - -
Wind reactions based on MWFRS
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0
B Big Width = 8.0 Min Req = 1.8
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.770
L Big Width = 8.0 Min Re 1.8
q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.573
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Fac: Yes Max Web CSI: 0.917
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 18.02.01A.0205.20
A - B 27 0 G - H 1736 -1630
Lumber
B - C 2360 -2780 H - 1 1922 -1865
Top chord 2x4 SP #1
C - D 1917 -2172 I - J 1944 -2133
Bot chord 2x4 SP #1
D - E 1944 -2133 J - K 1917 -2172
Webs 2x4 SP #3
E - F 1922 -1865 K - L 2360 -2780
F- G 1736 -1630 L- M 27 0
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 'T" reinforcement. 80% length of
Chords Tens.Comp. Chords Tens. Comp.
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
B - V 242' -1917 R - Q 1599 -1038
@ 6" oc.
V - U 2424 -1918 Q - P 1842 -1331
U - T 2424 -1918 P - O 2424 -1934
s
T - S 1599 -1022 O - N 2424 -1934
I n lieu
In lieu of structural panels use pudins to brace all flat
�NA � ��'�
S - R 1599 -1022 N - L 2427 -1933
TC @ 24" oc.
� �
Wind`#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C.
�,• *
. No 047102 *• w
.
* %
V - C 279 - 5 R - H 245 -190
" ; R
C - T 689 - 616 H - Q 647 - 765
T - E 453 - 268 Q -1 837 - 694
+a STATE OF d �!q
E - S 837 -694 I - P 453 268
F - S 647 - 765 P - K 689 -616
,►°�'r,'►�
F- R 244 -189 K- N 279 - 5
�}�/Fj
G-R 141 -137
40015E 5828 5D3DSC 3C A4DE DE 796E ED F9
trvcuomnair>amxaa vmuaysgnan atFiuuWrxacua�mmrs;
Fi(€L.{X, w7iv'iGPI t'R&dlffitCSbYihCO �ji SN/u!
K"1AClttuitlarl tas7,C.
wiaPsOcWga of tYMdosraesadasiratcen�l�riC Cyrc4 aid zmkd
a,d lrxSw 2xrthrnticitlmrcoda ansaMsmWixJ aimrycialrcr4c
a4Ei..
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrryy rrrree
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
p riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10,
cable. Appty plate. to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to nrnpo""Mac
1s 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI/ PI 1, or for dandling shipping, installation and bracing of trusses.A seal on this drawing or cover page, ,
this drawing indicates acceptance of pro�essfonat engineering responsibility solely for the design shown. The suitability
ce of this gnawing for any structure is the responsibility of the 6uitding Designer per ANSI/TPI 1 Sec.2.
SEQN: 712345 / T5 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: JAH Qty: 2 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 245.0 Ibs Truss Label: A4 .. / ... 10/1712019
1''6 33
49443'1"1104489511 3112I 5'1'B35133 7290823'2515'
"
�7
g�5X8
1112X4 Z35X8
F G H
1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ.
�1+ 411"7 + 9'1013 +212'
38'8" -
r 5' + 19'4" + 238" 26'8" �28'93� 33'8"9 +
SEAT PLATE REQ.
38'B'? +1�
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.149 G 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.279 G 999 180
B 1523 P P
/938
/697 /345
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.064 N - -
L 1523 /- /-
/938
/697 P
Des
EXP: C Kzt: NA
HORZ(TL) 0.119 N
Wind reactions based on
MWFRS
NCB CLL: 10.00 .00
Mean Height: 15.00 ft
Code! Mlsc Criteria
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.560
L Brg Width = 8.0
Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.514
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Fac: Yes
Max Web CSI: 0.515
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 18,02.01A.0205.20
A - B 27 0
G - H
1846 -1852
Lumber
B - C 2327 -2776
H - 1
1915 -2035
C - D 2150 - 2447
I - J
2160 - 2376
Top chord 2x4 SP #1
D - E 2160 -2376
J - K
2150 -2447
Bot chord 2x4 SP #1
E - F 1915 -2035
K - L
2327 -2776
Webs 2x4 SP #3
F- G 1846 -1852
L- M
27 0
Purlins
In lieu of structural panels use pudins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp.
Chords
Tens. Comp.
Wind
B - V 2426 -1922
R - Q
1761 -1203
V - U 2424 -1922
Q - P
2125 -1634
Member design based on both MWFRS and C&C.
U - T 2125 -1618
P - O
2125 -1634
i�iili itlr6 .
T - S 2125 -1618
O - N
2424 -1938
'I A n � �AAx
S - R 1761 -1187
N - L
2426 -1938
' +�*°��Iu rvf yyvcr �`k •��� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
Ak . 0
No 047182
s V-C 164 -7
R-H 256 -198
C - U 411 - 325
Q - 1 624 - 526
U - E 326 -199
H - Q 474 -451
°o* STATE 4 r'jf E-S 624 -526
+{� F-S 474
I-O 326 199
O-K 412 -325
„ -451
F - R 256 -198
K - N 164 -4
1'0'`» N, y'►�'
G - R 195 -233
SEMAL M.
4001505028 5D 3D 9C3t A41DE DE 7960 E0 F9
r WmrtxDexaiOftm nta¢ycg__la .4 wiva�uanaew,
n try." 04=f" M44VAhwx A*..01a VA-1
A'tGCx1SK31�40i14
95'm5bctpNsal tN.tiwivvam! �arcotcenaFQ.aat f£�wSsd csaia!
a+111 HYa SYA•$BuNtM�2ipY{O.f'OmiGt�'A Ojw mzggiC3f
C4C635.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI Installers
an SBCA) fo'r safety practices prior to performing these functions. shall provide temporary
bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10,
ancry
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to
onr onents. uc
Y
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI PI 1, for handling installation bracing trusses.A this drawing
conformance with or shipping, and of seal on or cover page. ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
gnawing 9ullding
and use of this for any structure is the responsibility of the Designer per ANSI/TPI 1 Sec.2.
SEQN: 667757 / T4 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 2 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 212.8 Ibs Truss Label: A5 / ... 10/17/2019
6'4"9 + 13' 1 19'4" 25'8" 32'37 + 38.8"
6'4"9 6'7"7 6'4" 6-4" 6'7"7 6'4"9
--5X8 1112X4 =5X8
D E F
SEAT PLATE REQ.
1112X4 =-3X4=3X6 =3X8 =3X6=3X4 1112X4
38'8"
SEAT PLATE REQ.
�1'
6713 6'9"3
1' 5'4" 5'4" 1'
6'9"3 6'2'13 1 �
6713 13'
14 19'4" 24'8" 25' "
32'S"3 38'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.182 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.324 E 999 180
B 1616 /- /- /931 /699 1304
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.074 J - -
H 1616 /- /- 1931 /699 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.131 J - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.9
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.718
H Br Width = 8.0 Min Re
9 q = 1•9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max cC CSI: 0.576
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Fac: Yes
Max Web CSI: 0.555
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
To p Chord
Maximum To d Forces Per Ply (Ibs)
GCp!: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 E - F 2012 -2366
Lumber
B - C 2330 -2952 F - G 1980 -2452
Top chord 2x4 SP #1
C - D 1980 -2451 G - H 2330 -2953
Bot chord 2x4 SP #1
D - E 2012 -2366 H - 1 27 0
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Loading
Chords Tens.Comp. Chords Tens. Comp.
Truss passed check for
20 psf additional bottom
B B - p 2576 -192M - L 2118 -1370
chord live load in areas
with 42"-high x 24"-wide
clearance.
- O 2573 -1921 L - K 2118 -1370
O - N 2118 -1354 K - J 2574 -1938
Wind
N - M 2118 -1354 J - H 2577 -1937
Member design based on both MWFRS and C&C.
�y��i%1p1,�10(r
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
*i AiY11+�j� B
� ��+��, p�
P - C 247 -4 M - F 355 -295
C - O 629 -505 K - G 629 -505
s O+ +
D-O 437 -281 F-K 437 -281
D - M 356 - 295 G - J 247 - 6
"
E - M 302 - 344
w cc Z
STATE O :fy
0 R %
QUM 5829 5D3D 9C3C WE DE 7960 Et1 F9
reran:nttatcetnautumrecarPcgnre zoa aaxre erwcue� mmnsy
rt in. us, iAi2831Ca rA.m d�scMwna�ve �aaa SNA+1
iCiACrotaS15Ct1(p1C.
i'f�13Q�={{JJC50t 1tQY�U4bCCi1t 38A0/CAtA'�Y@C fffJ' ftQD(td 4&i "iYd
MI...
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safefy Information, byy TPI anc7 SBCA) fc safety practices prior to performing these functions. Installers shall provide temporary rmcl"
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp ins�alled per BCSI sections B3, B7 or 910, otn ouenr;, uc
as applicable. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. (Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI:. www.t inst.or • SBCA: www.sbcindusl xom; ICC: www.iccsafe.or
a
SEQN: 712349 / T3 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: JAH Qty: 2 4EAB Aria "C" /OR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 217.0 Ibs Truss Label: A6 .. / ... 10/17/2019
6'4"9 + 11' + 16'9" + 21' 21'1�1" 27'8" 32'3"7 36'8" {
6'4"9 4'7"7 5'9" 4'3" 11 5'9" 4-7"7 6'4"9
H5X8 =3X4 =3X6=3X4 ZZ5X8
D E F G H
12
6 p
M 23X4C >"�21X4
0V
1 _ =4X6(A2) B J =4X
asa A K
T S R Q P O N M L
1112X4
=3X4 =3X6 =3X4 =3X4 =3X4 =3X6 =3X4
1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
38'8"
6'2"13 4'93
3' 2'S"8 2'10"8 2'10"8 2'S"8 T
4'9"3
13
1.
6'2"13 11'
14' 16'5"8 19'4" 22'2"8 24'8" 27'8"
32'S"3
38'8"
Loadinc Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.179 P 999 240
Loc R+ / R- / Rh / Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.335 P 999 180
B 1523 /- I-
/918
/701 /263
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.066 L - -
J 1523 P !-
/918
/701 /-
Des Ld:EXP:
C Kzt: NA
HORZ TL : 0.124 L
( )
Wind reactions based
on MWFRS
CL 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
9
� Code / Misc Criteria
Creep Factor: 2.0
P
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.551
J Br Width = 8.0
9
Min Re = 1.8
q
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.449
Bearings B & J are i rigid surface.
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Fac: Yes
Max Web CSI: 0.543
Maximum Top Chord
Forces Per
Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 27 0
F - G
2207 -2489
Lumber
B - C 2310 -2734
G - H
2215 -2466
Top chord 2x4 SP #1
C - D 2086 -2361
H - I
2086 -2361
Bot chord 2x4 SP #1
D - E 2215 -2466
I - J
2310 -2734
Webs 2x4 SP #3
E - F 2207 -2489
J - K
27 0
Purlins
Maximum Bot Chord
Forces Per Ply (Ibs)
In lieu of structural panels use purlins to brace all flat
Chords Tens.Comp.
Chords
Tens. Comp.
TC @ 24" oc.
B - T 2377 -1894
P - O
2482 -1734
Wind
T - S 2374 -1895
O - N
2059 -1489
Member design based on both MWFRS and C&C.
S - R 2059 -1473
N - M
2374 -1 489
R - Q 2374 -1473
M - L
2374 -1911911
�i11Y1�fit�
Q - P 2482 -1718
L-J
2377 -1910
i�s.'Jgl��
Maximum Web Forces
Per Ply (Ibs)
.s4gw�r s^� L�a�'ir�
��
Webs Tens.Comp. Webs Tens. Comp.
NOaii
T-C 200 -8
P-G
109 -83
C-S 510 -382
G-O
341 -319
D - S 370 - 297
O - H
580 - 480
Ic w�`
D - Q 580 - 480
H - M
370 -297
�� STATE OF : (��
Q - E 341 - 319
M - I
510 382
w"W. +_a.
E-P 109 -83
I-L
200 -10
40D1365829 51)31) 9C 3C A4DE DE 7958 ED F9
rmHamrea,aaxnam:+raaearc+yrtoaam aczre bp—, raa ."
Pt ta, rt. a47nsijen tft du th xA abava. to SHAM
'O'O aat6liec.
7M!r4"Pl dtN%00a 'W wo"Icmidmdsf mdondmbd
IM1116 St+AI axahsnuirAucneodaeissstfro ertdM2 m 3R;1e1EtIlant
ccpE¢a.
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building.
Component Safety Information, by TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �n
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pery
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or I310, onr onerfrs, uc
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Wefer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or ; SBCA: www.sbcindust .com• ICC: www.iccsafe.or
SEQN: 667753 / T2 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 2 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 218.4 Ibs Truss label: A7 / ... 1011712019
2� 444�
6'4"8 9' 14'3"12 19'4" 21' 3'4"4
r 6 4"8 {' 2 7"8 i• 53 "1' +' S,0"4 1 8" { r 5'3"8 2 + 2T 8+ 6'4 8
:5X8 =3X4 1112X4 =4X6 =3X4
D E F G H E 81
T 12
6 CFg3X4C LJ,'3X4
M
O
V
=4X6(A2) B K=4
A
U T S R Q P O N M
1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
`
38'8"
4 +
3' ; r 5712 + 5712 + 2'0"4 ti
2'9"4 +
6712
_t_1
62.12 9
12' 2 0"4 19'4" 247"12 26'8" 3,
32'5"4
38'8"
1� 4,0 4 29,8
Loading Criteria (psf) .
Wind Criteria
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.226 F 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.422 F 999 180
B 1523 /- /-
/900
1703 /222
BCDL: 10.00
Risk Category: It
Snow Duration: NA
HORZ(LL): 0.071 M - -
K 1523 /- /-
/900
/703 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.132 M - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 2.0
B Br Width = 8.0
9
Min Re 1.8
q
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.551
K Br Width = 8.0
9
Min Re 1.8
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.468
Bearings B & K are i rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Fac: Yes
Max Web CSI: 0.582
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Topd Forces Per Ply (Ibs)
p Chord
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0
G - H
2581 - 3077
Lumber
B - C 2295 -2726
H - I
2452 -2841
C - D 2205 -2485
I - J
2205 -2485
Top chord 2x4 SP #1
D - E 2452 -2841
J - K
2295 -2726
Bot chord 2x4 SP #1
Webs 2x4 SP #3
E - F 2581 - 3077
K - L
27 0
F - G 2581 - 3077
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - U 2368 -1874
Q - P
2872 - 2051
U - T 2366 -1874
P - O
2188 -1602
T - S 2188 -1586
O - N
2188 -1602
S - R 2188 -1586
N - M
2366 -1890
MAP ,
R - Q 2872 - 2035
M - K
2368 -1890
��
J�apYYaf9yy 'd f0i
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
"*
U-C 163 -12
Q-H
276 -243
C - T 448 -276
H - P
459 - 487
D - T 303 - 354
P - 1
881 - 684
't
D - R 881 - 683
N - J
448 -276
*« ,p
A00. A. +°
R - E 459 - 487
I - N
304 - 354
163
, a*"�",`1�'
sa: "+®! .���i�►®
E-Q 276 -243
F - Q 258 - 266
J-M
-94
40015B S828 SD3D9C 3C A40E DE 796B EO F9
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Pt ot. tle "Muien,em �mrsiro»»a6ova w.tlspf SNM1ki
si'dAsntka4Knts3ta,
PYa�rs8ap7tnal Wnax+accsuararmta�stEaraL ffgne2an9 sa�Ed
iMl ltc SWr2ae>thenti-at3uctadmtuctYe w#itts on mpdcetmi?'L
esaies.
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rrtzy
bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have'bracing Installed per BCSI sections B3, B7 or 810, orn ouMrs. uc
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A sea( on this drawing or cover page
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com; ICC: www.iccsafe.or
SEQN: 667751 / T19 / HIPS Ply: 1 Job Number: 36CS0051A
FROM: AH City: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
WgL• 211.4 Ibs Truss Label: A9G / ... 10/17/2019
7' 12'6'4 192 r261"2+ 38'8"
ss4�23
1S""2 56'84 f- r
fi
l=3X10
�
12 C=R 1a %
=6X8 1114X4=5X6 =6X8 =6X6
p TC2 E F G TC3 H
W,ppppp
imimi
v� Q P 0 N
1112X4 =5X6=H0308 =6X12
SEAT PLATE REQ.
26'4"
M RI IL
H0308 =5X6
SEAT PLATE REQ.
K
1112X4
SEAT PLATE REQ.
12'4"
�1+ 6'1+ +1r r'SI 4 t
38'8'0"4 122'4 4' 9'4" 249 F�
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00 Mean Height: 15.00 ft
NC13CLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.87 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4 2x4 SP #1:
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails
@ 6" oc.
Plating Notes
(fe) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Lo
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.154 D 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.291 D 999 180
B 1764 I- /- /- /813 /-
Snow Duration: NA
HORZ(LL): 0.044 N - -
R 4125 /- /- /- /1842 /-
HORZ(TL): 0.083 N
1 228 /- /- /- /128 /-
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.764
B Brg Width = 8.0 Min Req = 2.1
TPI Std: 2014
Max BC CSI: 0.875
R Brg Width - 8.0 Min Req = 4.9
Rep Fac: No
Max Web CSI: 0.729
1 Brg Width = 8.0 Min Req = 1.6
Bearings B, R, & I are a rigid surface.
FTIRT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, R, & I require a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE, HIS
Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 - 20 F - G 878 -1948
B - C 1494 - 3272 G - H 1884 - 837
C - D 1505 - 3364 H - 1 256 -151
D - E 878 -1948 I - J 27 - 20
E - F 878 -1948
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - Q
2857 -1281
N - M
713 -1657
Q - P
2832 -1276
M - L
713 -1657
$1€i1l9i0)€�
P - O
3367 -1527
L - K
90 -191
Ap d�
�j Ms,,
O - N
3367 -1527
K - 1
84 163
Maximum
Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
No 04718
w
Q-C
611 -117
N-G
4041 -1783
r
C - P
639 - 275
G - L
1476 - 2694
10 q
P - D
286 - 62
L - H
900 - 2042
STATE o
D- N
728 -1590
H- K
666 -147
f �:" +
$y gg
0 A`Y$
c) '•S i •ice �
E - N
646 - 797
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sciLdttlZaiiWltCdb
PM',eEee4S9:soilrazdaaxsMarauctecntl6uaC �asdmd saa�d
ud 7Y» srtaa, augccraiauenmCar�actM wriYimi as mr<taucna:
mflYm.
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary anav
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, otn Onents. w
as applicab a. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. Nefer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
C.........n f..(......�f.... sue fA:e nf.•e nnnnrol nnen" n�nn —A fhn"n,'.h "ifne AI DIAIF- .. ' alnl ;- r - TPI- unu,u fninef n CRr.A• — ehrinAiiefry �nm If:f: unuu, Irreofo nrn
SEQN: 667782 / T23 / SPEC Ply: 1 FJobNumb,,:,36CS0051A
FROM: RS Qty: 1 riaC/DR Horton /4EAB Aria "C",DR Horton DRW:
Wgt: 208.b' Ibs abel: ABG / ... 10/17/2019
1� 6 5�
7' 1110"15 13'7" 1 2'10"11 21' 26'4" 29' 33'6"12 38'8"
7' 4'10"15 1'8"1 4'S"11 5'4" 2'8" 4'6"12 5'1"4
I =sxn
SEAT PLATE REQ. SEAT P 7EEEPi1EQLAIEEERIE ,4ATE REQ. SEAT PLATE REQ.
21' A 4'4" 12'8"
�'i- 7'1"12 + 4'S"4 5r 42„13 + 4g„3 + 524 �5")2 r 96„ 1
T1"12 11'T' 162"13 21, 26'2'4 68" 2,4„ 38'8"
�2
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 7' reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.00 to
56 plf at 7.00
TC: From 28 plf at 7.00 to
28 pif at 19.06
TC: From 56 plf at 19.06 to
56 pif at 39.67
BC: From 4 plf at -1.00 to
4 pif at 0.00
BC: From 20 plf at 0.00 to
20 plf at 7.03
BC: From 10 plf at 7.03 to
10 plf at 19.06
BC: From 20 plf at 19.06 to
20 plf at 38.67
BC: From 4 plf at 38.67 to
4 pif at 39.67
TC: 200 Ib Conc. Load at 7.03
TC: 171 Ib Conc. Load at 9.06,11.06,13.06,15.06
17.06
TC: 174 lb Conc. Load at 19.06
BC: 513 lb Conc. Load at 7.03
BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06.19.06
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L1#
VERT(LL): 0.083 S 999 240
VERT(CL): 0.157 S 999 180
HORZ(LL): 0.031 P - -
HORZ(TL): 0.058 P
Creep Factor: 2.0
Max TC CSI: 0.659
Max BC CSI: 0.614
Max Web CSI: 0.984
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
Plating Notes
All plates are 2X4 except as noted.
(") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
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♦Maximum Reactions (Ibs), or "=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1506 /- /-
!- /736 /-
P 3051 /- /-
!- /1518 /-
P' 24 /-2 /-
/12 /- /-
U 273 /-171 /-
/- /129 /-
K 381 /- P
/- /169 /-
Wind reactions based on
MWFRS
B Brg Width = 8.0
Min Req = 1.8
P Brg Width = 8.0
Min Req = 3.6
P Brg Width = 52.0
Min Req = -
U Brg Width = 8.0
Min Req = 1.5
K Brg Width = 8.0
Min Req = 1.5
Bearings B, P, P. U, & K are a rigid surface.
Bearings B, P, P. U, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A - B
27 -20
G - H
1458
- 742
B - C
1308 - 2673
H - 1
218
-164
C - D
1065 - 2220
I - J
220
-176
D - E
452 -1011
J - K
159
- 303
E - F
452 -1011
K - L
27
-20
F - G
1458 - 742
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2317 -1110
P - O
657 -1168
T - S
2345 -1116
O - N
323 - 576
S - R
2184 -1059
N - M
323 - 576
R - Q
2184 -1059
M - K
272 -101
Q - P
904 - 411
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - T
687 -155
G - P
320
- 409
C - S
65 -174
P - H
497
-1063
S - D
435 - 70
O - H
167
- 288
D - Q
785 -1539
H - M
787
- 360
Q - F
1329 - 512
M - J
238
- 351
F - P
1473 - 2965
I - M
259
- 275
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary nney
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, orn ortenrs. uc
as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf`Detalls, unless noted otherwise. (refer to p
drawings 16OA-Z fur standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.l inst.or • SBCA: www.sbcindust .com• ICC: www.iccsafe.or
SEQN: 667777 / T18 / COMN Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 3 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 93.8 Ibs Truss Label: 131 .. / ... 10/17/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6'4"8 + 9'8" 12'11"8
6'4"8 3'3"8 3'3"8
D=5X6
18,
5'0"8
1113X10(E5)
1
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
12'8" i 5'4"
1, 6'2"12 3'S"4 2'4" 1'1"4 4'10"12
6'2"12 9'8" 12' 13'1" 18'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Wind
Member design based on both MWFRS and C&C.
a
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.036 F 999 240
VERT(CL): 0.026 F 999 180
HORZ(LL): 0.022 F - -
HORZ(TL): 0.024 F
Creep Factor: 2.0
Max TC CSI: 0.395
Max BC CSI: 0.292
Max Web CSI: 0.180
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
No 0A'1t0 .
a
10
STATE OF
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asks.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 618 /- /- /379 /296 /194
1 438 /- /0 /300 /153 /0
L 366 P /- 1233 /195 (-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
1 Brg Width = 8.0 Min Req = 1.5
L Brg Width = 8.0 Min Req = 1.5
Bearings B, I, & L are a rigid surface.
Bearings B, I, & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 D- E 686 - 447
B - C 818 -807 E - F 605 -378
C - D 648 - 454 F - G 617 - 418
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-K 661 -658 1 - H 619 -813
K - J 658 - 657 H - G 303 400
J -1 309 - 406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K - C 234 - 44 J - E 227 -136
C - J 495 - 420 E - H 330 - 309
D - J 226 - 393
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
5id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
e. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
"o0A-Z for standard plate positions.
I YI 1, or Tor n
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rnrdy
onrP'1111 a. uc
I SEQN: 667733 / T17 / GABL I Ply: 1 I Job Number: 36CS0051A
FROM: AH Qty: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 119.0 Ibs Truss Label: B2GE .. / ... 10/17/2019
a3
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
1'8" -+ 1'4" -{
(TYP)
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
9.8" ')' 194"
9'8" 9'8.
19'4"
19'4"
19'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
PP NA Ce: NA
VERT(LL): -0.023 S 999 240
Lu: NA Cs: NA
VERT(CL): 0.035 S 999 180
Snow Duration: NA
HORZ(LL): 0.016 M - -
HORZ(TL): 0.020 M
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.157
TPI Std: 2014
Max BC CSI: 0.130
Rep Fac: Yes
Max Web CSI: 0.106
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B' 91 /- /-
/53
/39
/16
P" 168 /- /-
1121
/91
/-
Wind reactions based on
MWFRS
B Brg Width = 156
Min Req = -
P Brg Width = 24.0
Min Req = -
Bearings B & Q are a rigid surface.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
A- B 27 0
1-1
384
- 85
B - C 169 -190
J - K
341
-108
C - D 169 -171
K - L
233
- 56
D - E 205 -151
L - M
203
- 76
E - F 252 -131
M - N
177
- 99
F-G 300 -110
N-O
141
-121
G-H 351 -89
O-P
37
-80
H-1 401 -87
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B -AC
194 -182
W - V
65
- 22
AC -AB
196 -183
V - U
64
- 22
AB -AA
197 -185
U - T
64
-21
AA- Z
198 -185
T - S
64
-21
Z-Y
198 -186
S-R
65
-21
Y-X
199 -186
R-Q
66
-21
X-W
199 -187
Q-P
79
-14
No 04718
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables
Tens. Comp.
STATIE OF ojy
C-AC
112 -55
V-J
145
-28
14j
+".'p
D -AB
E-AA
107 - 75
99 -73
U - K
T-L
282
70
-198
-31
*�
►
F-Z
G Y
100 -73
154 74
S-M
R N
66
86
-25
27
r�1`�*
'4)10
-
-
-
-
84�i
H - X
187 -82
Q - O
323
-189
SERIAL 0:
I - W
40 - 242
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n0icnt�aaknca'a
P*ftdavi.of N'adccwcc A*ar4l=itmd mud and ¢card
MA ItY: WX11101u Woncfamsmttn WO donu441Wark
.p1m
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryry
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
,i�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ila. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1, or for h
acceptance
any structure
its drawin any failure to build the
on this drawing or cover page;
ie design shown. The suitability
rm�.�
0111Fl_Irs' ❑c
SEQN: 667734 / T9 / GABL Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 1 4EAB Aria "C" /DR Horton 14EAB Aria "C" ,DR Horton DRW:
Wgt:43.4lbs Truss Label: C1GE .. / ... 10/17/2019
42" + 8,4"
4,2" 4'2"
1'6" 1'4„ —.I
(TYP) E=4X4
T 12 T
6 D F
`-� C G
CV p
1 =2X4(A1) B H=2X4(A1) N
_42A I
N M L K J 1
SEAT PLATE REQ. SEAT PLATE REQ.
8'4" -I
1
8'4"
8'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.018 K 999 240
Loc R+ / R- ! Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.014 M 999 180
B 375 /- /- /251 /173 /118
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.009 D - -
H 375 /- /- /251 /173 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL) 0.009 D
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 It
Code! Misc Criteria
Creep Factor: 2.0
8 Brg Width = 8.0 Min Req = 1.5
Soffit:
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.227
H Brg Width = 8.0 Min Req = 1.5
Load Duration: ion: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.123
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes
Max Web CSI: 0.058
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 E - F 573 -349
Lumber
B - C 499 -386 F - G 531 -368
C - D 530 -368 G - H 500 -386
Top chord 2x4 SP #1
D - E 573 -349 H - I 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
All plates are 2X4 except as noted.
B - N 316 -282 L - K 313 -272
Loading
N - M 315 -276 K - J 315 -278
Gable end supports 8" max rake overhang. Top
M-L 313 -272 J-H 316 -285
chord must not be cut or notched.
Maximum Gable Forces Per Ply (Ibs)
Wind
s Ten�s1Comp5 Te, Com36
Member design based on both MWFRS and C&C.
��%�
Ca N Ka Fles
Additional Notes
q®��"jl?`'�p�°d
N.+�r' �� =�.,
D-M 148 -36 J-G 91 -15
E - L 152 - 237
See DWGS A16015ENC101014 & GBLLETIN0118 forte:
No 047102
gable wind bracing and other requirements. ;
STATE O �•" ;!
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M'#AHtSi«�11Gstt9GL
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VJ 9454.fw2 Y:XnM"#aKanmda t"asiisY vviri:J! muyalznro"K
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI an SBCA) for saffety practices prior to performing these functions. Installers shall provide temporary rnrey
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or' 0, orn onenrs. uc
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pr3 sionat engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see thislob's general notes page and these web sites: ALPINE: www.al lneltw.com; TPI: www.t inst.or ; SBCA: www.sbcindus .com• ICC: www.iccsafe.or
I SEQN: 705199 / T1 / VAL I Ply: 1 Job Number: 36CS0051A
FROM: JP H Qty: 1 4EAB Aria "C'/DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 23.8 Ibs Truss Label: MV6 .. / ... 10/17/2019
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Right end vertical exposed to wind pressure.
Deflection meets L/240.
Additional Notes
See DWG VAL160101014 for valley details.
6-1"
6'1"
_l
6'1"
Snow Criteria (Pg,Pf In PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.022 C
HORZ(TL): 0.023 C
Code / Mist: Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.565
TPI Std: 2014
Max BC CSI: 0.473
Rep Fac: Yes
Max Web CSI: 0.408
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
t 3-
0
4OD15B 5829 5D3D 9C 3C A4 DE DE 7968 ED F9
I—-
beanexertavesmyrc�fiaa a f M4 bV rtnrueim *'
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aL'tAG14KaikTf 6O.'41
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Kd U6 WWDjatV MSYatiMG at6M[a04Yii&A Mt"ItW949
Mu.
♦ Maximum Reactions (lbs), or "=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D` 74 /- /- /53 /30 /28
Wind reactions based on MWFRS
D Big Width = 73.0 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 56 - 249
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - C 376 - 50
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 418 -143
—WARNINGf* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dTherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly
le.
ceiling Locations shown for permanent lateral restraint of webs shall have biotinp ins ailed per BCSI sections B3, B7 or t 10,
ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
o0A-Z for standard plate positions.
a division of
Ivi 'I, or torn
acceptance
any structure
failure to build the
g or cover page
in. The suitability
rurey
rnaparents- uc
SEQN: 7052111 T8 / VAL Ply: 1 Job Number: 36CS0051A
FROM: JAH Qty: 1 4EAB Aria "C' /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 15.4 Ibs Truss Label: MV4 I / ... 10/17/2019
R
4-1" wi
4'1"
4'1"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSP)
Defi/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.007 C
Des
EXP: C Kzt: NA
HORZ TL 0.008 C
( )
Code / Misc Criteria
.00
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor: 2.0
Soffit: 2.00
TCDL: 5.psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.244
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.212
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.166
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets U240.
Additional Notes
See DWG VAL160101014 for valley details.
fNo 047182
r �
a°
40D15B 5823 5D3D9C 3C A4DE DE 796E E0 F9
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a4fACtiSKa(iGAlt�0.
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and Ww S:NS fia�htfss�atlanaa9anuttfn ve�iti¢9 m raye7agrar,k
[colal.
T
N
O
(V
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
D' 73 /- /- /52 /28 /26
Wind reactions based on MWFRS
D Brg Width = 49.0 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Terc.Comp.
A-B 37 -162
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 265 - 31
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 281 - 93
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oo herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpa�ly
id ceilingp Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810,
) a. -Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
60A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIT� PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
mrey
omponerrts. uc
SEQN: 705203 / T10 / VAL Ply: 1 Job Number: 36CS0051A
FROM: JP H Qty: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 11.2 Ibs Truss Label: MV2 .. / ... 10/1712019
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
12
6 � B
3X4(D1) T
A N
0
10 21111
M
IL 21111
21111 I
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.023 B 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): -0.026 B 892 180
D' 75 /- /- /48 /23 /15
Snow Duration: NA
HORZ(LL):,-0.010 B - -
Wind reactions based on MWFRS
HORZ(TL): 0.011 B
D Brg Width = 25.0 Min Req = -
Code / Misc Criteria
Creep Factor: 2.0
Bearing A is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.087
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.160
Chords Tens.Comp.
Rep Fac: Yes
Max Web CSI: 0.000
A - B 0 -24
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp.
A-C 104 -7
E?
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Y.'tACntKb'{Yifi t4'sC.
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-Im
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety. Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �tefer to
60A Z for standard plate positions.
a division of
acceptance of professronay.
any structure is the responsib
failure to build the
g or cover page,
fn. The suitability
aney
ompa—r. do
SEQN: 667738 / T15 / EJAC Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 20 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 23.8 Ibs Truss Label: EJ7 .. / ... 10/17/2019
12
6
co
o to
V'
2X4(A1) B
3= A
D
SEAT PLATE REQ.
1, 7'
7'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.027 D
HORZ(TL): 0.029 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.880
TPI Std: 2014
Max BC CSI: 0.520
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
No 047182
4001555823 SD309C 3C A4 DE DE 795B EO F9
—Rim.%— tbKVMKSyw.0—sfM4 CYih-1NM "'
Pt ill, UL 0473ID )-M. do L b.. 5W X
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safn�dccpuloltNa6owacnt�aoeteMsFxxad.sYju9am9 w1aS
oral04 SatMiautt<mcxaasncoda VMAt0 Va UW M A"A Mm k
=L-
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 336 /- /- /259 /117 /173
D 127 /- /- /101 /20 /-
C 171 /- /- /91 /133 !-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 B- C 77 - 230
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary nney
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om auents, uc
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {Refer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Build inc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawin indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this Or -awing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2.
web
SEQN: 667739 / T16 / EJAC Ply: 1 Job Number: 36CS0051A
FROM: AH Qty: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 21.0 Ibs Truss Label: EJ7A .. / ... 10/17/2019
3
2X4(A'
SEAT PLATE REQ.
71
B
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
A 270 /- /- 1188 179 /151
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.031 C
C 128 /- /- /104 121 /-
EXP: C Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.033 C - -
Mean Height: 15.00 ft
B 174 /- /- I95 /135 /-
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0
TCDL: 4.2 psf
Wind reactions based on MWFRS
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.898
A Br Width = 8.0 Min Re 1.5
9 q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 "vlax BC CSI: 0.580
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000
Bearing A is a rigid surface.
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
Bearing A requires a seat plate.
GCpi: 0.18 Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
Lumber
Top chord 2x4 SP #1
A B 78 -232
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
A- C 0 0
g
+,s% flR�ffiiltxy
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PE (il. LLL 04TiSljcn uim dirC cLaara� � �doda SWwl
mtAcntvxacnca+a
7M�dttgicso! ttexdousssn¢ ira+o6to^�ifk:ldod ugudsnd wtsd
md:3mkW 2 eurtiemaattcnms� mu:t6a veiui�m an uyAarrec:�
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anty
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B10,
as applicable. Apply to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ompvj7enrs, uc
Oates
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSAPI 1, for handling installation bracing trusses.A this drawing
conformance with or shipping, and of seal on or
listing this drawing, indicates acceptance of professionalq engineering responsibility solely for the design shown.
cover page
The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more Information see this lob's general notes page and these web sites: ALPINE: www.alpineitwxom; TPI: wwwApinst.org; SBCA: w .sbcindustryxom; ICC: www.iccsafe.org
SEQN: 667740 / T12 / JACK I Ply: 1 I Job Number: 36CS0051A
FROM: AH Qty: 6 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton
Wgt: 16.8 Ibs Truss Label: CJ5
T
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
Des Ld: 37.00
EXP: C Kzt: NA
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Paraliel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
A
5'
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udef! L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.012 D
HORZ(TL): 0.012 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.483
TPI Std: 2014
Max BC CSI: 0.277
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
'4 Wo 047182.
e
40015B 5828 5D 3D 9C3C A4DE DE 7963E0 F9
nveaamaxeaaiawnrmastxmp¢gnrnue usrary warea�maneet,
PE lii.lk.937197f o+s Wadxm tQewna4v �+��a SNN.1
iiYACM4Y.iIIFl S4:0.
vveuu8ati�nol tiazdaummt2raraAccrs�rA.�uA+DTMA anA w1xA
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DRW:
/ ... 10/17/2019
M
O u7
M
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 263 /- I- /208 /96 /129
D 90 1- l- /70 /13 I-
C 119 /- /- /62 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -179
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI an 0 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 of 810,
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
"o0A-Z for standard plate positions.
a division of
i vi i, or Tor r
acceptance
any structure
i!s drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
[ntcy
onrponenra. uc
1,
I SEQN: 667749 / T13 / JACK Ply: 1 Job Number: 36CS0051A 'I
FROM: AH Qty: 6 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 12.6 Ibs Truss Label: CJ3 / ... 10/17/2019
4"3
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: it
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
C
31 'll
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.003 D
HORZ(TL): 0.003 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.152
TPI Std: 2014
Max BC CSI: 0.084
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
No 04710A.
� 9
9 y,
• � ar
* A
STATE- OF
40DISB 5828 5D3D 9C 3C A4 DE DE 7968 EA E9
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♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 193 /- /- /162 /76 /86
D 51 /- /- /41 /6 /-
C 64 P !- /30 /51 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
t Safety Information, b TPI an SECA) for sa ety practices prior to performing these functions. Installers shall provide tempora
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810,
e._ App y plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
a division of
{m 1,orrorn
acceptance
any structure
failure to build the
g or cover page
un. The suitability
gltiy'
Oli141111 '.S. uc
SEQN: 667747 / T14 / JACK Ply: 1 Job Number: 36CS0051A ,
FROM: AH Qty: 6 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 11.2 Ibs Truss Label: CJ1 .. / ... 10/17/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
4"3
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
u
12
6 C
2X4(A1) B
SEAT PLATE REQ.
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 D
Code / Mise Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.145
TPI Sid: 2014
Max BC CSI: 0.016
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
4001585828 5D MC K ODE DE 7958EO F9
-rrmuaenrte[mtur en¢uwr<e�}egpraara raxaa ey uuva�wnnu,
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and ffaiYA,aEcfitntuatic»to�asHsstM cmYiiv on aayslarrtrx
Ch
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U /RL
B 150 /- /- /145 /77 /42
D 11 /-1 !- /18 /10 /-
C - /-14 /- /25 /28 (-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg V'7dth = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing 3 requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted d) herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,iid ce!linq Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or t 10,
/1e. AppTy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this drawing indicates acceptance of pro>essional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2.
rrnc3�
onrporrents, uc
SEQN: 667743 / T25 / HIP_ Ply: 1 Job Number: 36CS0051A
FROM: AH City: 3 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW:
Wgt: 42.0 Ibs Truss Label: HJ7 / ... 10/17/2019
T
4i'3
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to
55 pif at 0.00
TC: From 2 plf at 0.00 to
2 plf at 9.84
BC: From 0 plf at -1.41 to
4 plf at 0.00
BC: From 2 plf at 0.00 to
2 plf at 9.84
TC: -7 lb Conc. Load at 1.41
TC: 128 lb Conc. Load at 4.24
TC: 238 lb Conc. Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 103 lb Conc. Load at 4.24
BC: 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
6'3" + 9110"1
6'3" 37'
M
6,1 „4 + 3,2„ i 6"1 r3
6-1"4 9'3"4 9'101
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
Lu: NA Cs: NA
VERT(CL): 0.028 G 999 180
Snow Duration: NA
HORZ(LL): 0.004 F - -
HORZ(TL): 0.008 F
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.219
TPI Std: 2014
Max BC CSI: 0.297
Rep Fac: Varies by Ld Case
Max Web CSI: 0.256
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
No 047161
'M
48015B 5829 5DSD9D CMDE DE 796E EO f9
msturmuatasaweattxonaemyrcgua xe utuaeyrs�rua�aaa'tne;
H trL NL C6735tjCq 1$C dtS46S9WS.iQ3'Mtjf LNA%1
xRAgttiaat�rr.:a
7ratepPacrA vYsaocumsrdaw ntlfea .Yad ocudsn!mkd
asd tta SSWS av-armc;nu¢ncvJamrztha �r�Viaa m ayatcam+ak
sy4ea.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 330 /- /- /- /208 P
E 385 P /0 /- /175 /0
D 29 P P / /14 P
Wind reactions based on MWFRS
B Brg Width = 10.6 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 - 290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 - 47 C - F 345 - 709
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety. Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
]id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3, B7 or 810,
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to
60A-Z for standard plate positions.
a division of
I F'1 1, or for handling sl
acceptance of [pro{es
any structure is the res
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rmty
nnrpouenrs, uc
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or. 140 mph Wind Speed,�45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
flrn t2g —In Wind §need. 15' Mean Heloht,. Partially Enclosed, Exoosure D, Kzt = 1.00 '
S
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
(1) 1x4. 'L' Brace IN(1)
2x4 'L' Brace )l
(2) 2x4 'L' Brace. No
(1) 2x6 'L' Brace- It
(2) 2x6 'L' Brace Mill
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
4->
#1 / #2
3' 10'
6' 7'6'
10'
T 9'
8' 1'
9' 3'
9' T
12' 2'
12' 8'
14' 0'
14' 0'
-
S P F
#3
3' 9'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0' _
Q
Stud
3' 8'
S' 9'
6' 1'
7' 8'
7' I1'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Standard
3' 8'
4' LI'
5' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 41.
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
_j
d
S P
02
3' 10'
1 6' 7'
61_ 10'
7' '9'
8' '1' •
9' 3'
9' 7'
12, 2'
.12, 9'
14' 0'
14' ,0'
03
3' 9'
5' 3'
5' 7'
6.' 11'
7' 5'
9' 2'
9' 7'
10, It,
11' 8'
14' 0'
14' 0'
D F L
Stud
3' .9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
U
SP F
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
Il' 0'
13' 11'
14' 0'
14' 0'
14' 0'
.#3,
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
1 10' 10'
13' 9'
1 .14' 0'
14' 0'
L4' 0'
U
[
Stud
4' 2'
V 1'
7' 6'
a, 9'
9' .1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
O
I
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10, 5'
10, 10,
12, 8'
13, 7'
14' 0'
14' 0'
#1 f
"4' 7'
1 7' 7'
7' 11'
9' 0'
9.' 4'
10, 8'
11` 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
1 7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13' Ir
14' 0'
14' 0'
I Y 0'
413.
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11'
13' 4'
14' 0'
14' 0'
14' .U'
cu
D F
Stud
4' 4'
61' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11'
.13' 4'
14' 0'
.14' 0'
14, 0'
.4
Standard
4' 2'
S' e'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
Ill 10'
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
to, 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
.
S P F
143
4' 7'
e' 2'
8' 5'
9' 8'
10, 0'
111 6'
12, o'
14' 0'
14' 0'
14' 0'
14' 0'
U
I _I F
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X.
O
fl
Stnndard'
4' 7'
7' 0'
7' 5'
'9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
5' V
8' 5'
9' e'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14'�0'
S P
#2
4' 10'
S. 3'
.H' 7'
9' 91.
10' 2'
11' 7'
12' V
14' 0'
14' 0'
14'.0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
Il' T
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
to, 1'
II' 7'
le, 0'
14' 0'
14' 0'
14' o'
Standard
4' T
6' 6'
6' 11'
8' 8'
9' 3'
I11.6'
12' 0'
13' T
14' 0'
14' 0'
14t 0'
Diagonal brace option
vertical length ndybe
doubted when Diagonal
brace is used, Connect
diagonal brace for 600#
at each end. Max web
total length Is 14'.
Vertical length shown
In table above.
Connect
arL A N F
AN ITW COMPANY
13380 Lakoffonl Driva
Eanh City. MO 83045
Truss
2x6 Df-L#2 or
better diagonal
brace! single
or, double cut
Cos shown) at
upper end.
Refer, to chart ab
ALL ON T= ORAWING!
--U1PDRTANTo FURNISH THIS BRAVING M ALL COMRACTM INMAIDIM TIE ➢STALLERS,
sea regigre extreme care In fabricattr,y, handling,-shippin& Instaleng and bracing. Reft* to and
the latest oditlon of SCSI (Buldit Component Safety Infornatlon, by TPI and MA) Forksafety
es prior to parfomnino those functions, InstoQers shall provide temporary�bracing per PCSL
noted otherwise, top chord shad Have properly attached structural sheathing and bottom cho
lave a property attached ridd ceNng. Locations sham for permanent lateral restraint of web!
lave bracing Installed per BCSI sections 43, 87 or RIO, as V1.c6.%, Apply. plates to each face
iss and�pIwosition AS shown above and on tine Joint, Oatals, eci rated otherwise.
to drarr+gs 16&4-2 for standard plate Positions.
e, a dlvi ion of ITV BuRdiny Components Group I.Q shalt not he respansaxe far any deviation fr
�nw Q, any follure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
,tbn 6 bracing oP trusses,
al an this drawing ar cover page Ustwq this dra►Ing, Fwflcatea neerpta)we of professional
m-ang respn�lity solely few the design shown. The sultaWlty and use of this drawing
ry struat , La reaponsmllty of the B,fttlhg Desi6mxr per ANSI/TPI 1 See.E.
For nore Information see this „Job's general notes page and these web sites
ALPINE, malpblonr.cam) TPI, www.tP[Ast4rg) SBCN wwwsbclnductry.org) IM wrwkccsafearg
for
M
Bracing Group Species and Grades)
Group Al
S ruce-Pine-Fir Hen -Fir. .
#1 / #2 iStandardli 1 42 Stud
#3 1 Stud 1 1 03 Standard
Dou Ins Fir -Larch Southern Pinewwal
#3 #3
Stud Stud
Standard I . Standard
Group BI
Hen -Fir
#1 6 Btr
#1
Bou las Fir -Larch Southern Plne■e<a
#t1 #1
#21 #2
tx4 Braces shall be SRB (Stress-Rnted Board),
■■for lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. :Group BI
values ma be used with these . rades,
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 PIP over
continuous. bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
DI( For (1) 'L' brace, space nails at 2' oe
In IS' end zones and 4' o� between zones.
)(()War (2). 'L' braces space nalts at 3' o,c.
In'18' end zones and 6' o.c. between zones,
'L' bracing must be a minimum of BOX of web
member length,
Gable Vertical Plate Sizes
Vertical Len th No S Uce
Less than 4' 0' 2X3
Greater than 4' 0', but 3X4
less than 111 6'
Greater than 11' 6' 4X4
+ Refer, to common truss design for
peak; splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
REF ASCU-10-6AB16015
DATE 10/01/14
DRWG. A16015ENC101014
4- I-AT4 011 ()R'j0 � MAX, TOT, LD, 60 PSF
e 4 , - ---___----
MAX. SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C', Kzt = 1.00
flr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orn 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt _ too
nr, 1pn 'nnh WI-4 Rn el. 9n' Mann Helnht. PartiallV Fnclmsed. FVCn5llre D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species j Grade
No
Braces
(I) Ix4 'L"Bruce ■
(I) 2x4 'LBrace 1(
(2) 2x4 'L' Brace rx
(1) 2x6, 'L' .Brace x
(2) 2x6 IL' Brace r -
Group A
Group B
-
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group H
4->
#1 / #2
3' 8'
6' 3'
6' 6`
7'5'
7' 8'
8' 9'
9' 2'
11' 7'9
12' 0'
13' '
14' 0'
-
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' V .
11' 3'
it, I1'
13' 7'
14' 0'
0
O,
l t F
f�_
Stud
3' 6'
5' 4'
5' B'
7' 2'
7' 7'
8' 8'
9' 11"
11' 2'
11' 11'
13' 7'
14' 0'
Stdndard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
Q1
—�
S P
#1
3' 10,
6' 4'
6' '7'
7' 6'
7' 9'
8' 11'
9' 3'
it, 9'
12, 2'
13' 11"
14' 0'
#2
3' 8'
6' V
6'. 6'
7' 5'
7' B'
8' 9'
9' R.
11' 7'
I2' 0'
1 13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' ,11,
8' 9'
9' 1`
10, 1'
to, to,
13' 8`
14' 0'
(U
I
D F L
Stud
3' 7'
4' 10'
5' :2'
6' 5'
6' 11'
B' 9'
9' 1'-
10111
IL' 10'
1 13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
S' e'
6' V
7' 9'
8.' 3'
e' 11'
9' 7'
12, 2'
13, 0'
U
_
4->
S P F
#1'/ #2
4' 2'
7' 2'
7' 5'
8' 5'
91,91
-'10' 1'
'10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 0'
6' 7'
7' 5'
8' 4'
a, 8'
9' 11'
10' 4'
IT 1'
13' 7'
.14' .0'
14' 0'
Stud
4' V
6' 7'
7' 0'
8' .4'
8' 8'
9' 11'
LO` 4'
13, 1'
13' 7'
14' Of
14' 0'
0
rl F
Standard
4' 0'
5; 8'
6' 0'
7' 6'
B' 0'
9' It'
.10''4"
11'.10'
12' 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6,'
8' T
B' 11'
10' 2'
10' 7'
13' 5'
'13, I1'
-14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' 5'
e' 5'
8' 9'
lo, 1' _
40' 6'
13' 3'
13, 9'
44' 0'
14' 0'
03
4' '1'
51 it,
6' 4'
7' 11'
'B' 5'
to, 0'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
QJ
°
D F L
Stud
4' 1'
5' It'
-6' .4'
7' 11'
e' S'
to, 0'
10' 5'
12, 5'
13' 3'
14' 0'
14' O'
Standard
4' 0'
5' 3'
51' 7'
7' 0'
7' 6'
9' S.
to' 2'
ill 0'
Il' 9'
14' 0'
14' 0'
#1 / #2
4' 81
71 11'
8' 2•'
9' 4'
9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
�$
S P F
#3 1 1
4' 5'
7' 7'
81 1'
91,2'
9' 6'
10, 11'
it' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
uF
Stud
4' 5'
7' 7'
8' V
9' 2'
9' 6'
to, Ir
I 5'
14''0'
14' 0'
14' 0'
14' 0'
O
rl
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10' 11'
11' 5'
13' 7'
14' 0'
14' 0'
141 0'
X
#1
4' 10'
8' 0'
8' 3'
9' S'
9' 9'
11' 2'
Ill 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
it, i'
it, 6`
14' O'
14' 0'
14' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' -3'
9' 1'
9' 7'
Ill 0'
ill IS,
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
lt' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4` 5'
6" 1'
6' 5'
8' 1'
8' 7'
13' T
14' 0'
14' 0'
Bracing Group Species and Grades,
Group AI
. S puce -Pine -Fir Hen -Fir
B1/'az standard aa' I Stud
03 1 Stud 1 #3 Istondnrd
Dou to Flr-Larch Southern Pinewxw
#3 #3
Stud Stud
Standard Standnrd
Group BI
Hen -Fir
#1 (C Btr
al
Dou las FIr-Larch Southern Pinexsx
aI
I al
#2 a2
tx4 Braces shall be SRB (Stress -Rated Board).
xxFor lx4 So. Pine use only 'Industrial 55' or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these radio.
GO.BIe I russ iie'CO.II. Note51
Vind Loaddeflection criterion Is L/240.
Provide uplift connections for 135 plf over
.continuous bearing <5 psf TC Dead. Load).
Gable end supports load from 4.' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Symn
About
Attach 'L' braces with 10d <0328'x3.0' Min) nails.
- for 'L' bracer space Calls 2' oo
able Truss
'h 16' rend zones and 4' D.C. between zones.
(2) 'L' braces. space nails at 3' o.c.
Diagon31OKFor
vertical brace a
T
In 18' end zones and 6' o.c. -between zones.
b
vertical length any be
may
doubled when. diagonal
IB'
W
'L' bracing must be a minimum of 80% of Neb
brace Is used. Connect
L
member length,
diaganati brace for 6900
Gable Vertical Plate Sizes
at each end. Max' webI
Br ce
total, length Is 14
1 Vertical Lena tin No S lice
2x6 DF-L 02 or
Less than 4' 0'- 2)14
better rdiagonal
r
1
Greater than 4' 0',. but 4X4
Vertical length shown
bracel single
8;
less thou 12' 0'
In table .above.
45'
or double cut
as shown) at
1
L
1+ Refer to common truss design for
i
upper, end.
ril Ind
- peak, splice, and heel plates.
ontinuous Bearing
Refer to the Building Designer for conditions
Connect dlagona at
to
t llllllll
length.
not addressed by this detail.
midpoint of vertical wet,.
Refer
chart above
for max gal r�lNa{
..
—IIARMGM READ AND FOLLOW ALL WrES CN THIS BRAWIW
wwDwMT.Txx FURNM TWS DRAVMG TO ALL MKM4CTORS DCLWM THE DISTALLERs
��� '4
���• .... - 1�� �,,�
REF ASCE7-10-GAB16030'
DATE 10/01/14
Trusses rewire wtreme care In fabricating, handling, shipping, inctatungg and brocln0. Refer to and
the latest edW(;, of SCSI (Bustling Carponent Safety Information, by TP[ and SBLA) for safety
�,ERJs �y�y
A� �� - \` '
Rita.
pprraeticee prior to performing these functions. Install.rs shall provide temporary bratlmg per SCSI.
finless have sheatHng and Batton chord
C`J' F
noted otherwise, top chord shall property attached structwal
shall ha%e a properly attached Hold' telling. Locations shown for permanent lateral restraint of webs
shall have brocing Installed per SCSI sections B3, B7 or 1310, as ap kable. Apply plates to each Face
OF truss and position " shown above and on the Joint Details, s6 noted otherwise.
- �Q
%
DRWG A16030ENC101014
11 Ill Jr=-•�
-
AN rrwwmpANY
Refer to dro.4igs 160A-Z for standard, plate posltfons,
Alpine, a idvlsicn of ITW Building Components Group InC shall not be responsible for any deviation from
tics drawing, "Y falture to build the truss In confornance with ANZTPI.1. or for hon(Aing, shipping,
hstatlatton
-A7.E OF
% 10 Qy ��
+�/
C
k
MAX,
TOT. LD, 60 PSF
6 bracing of trusses.
A Seat on this drawing an cover page listing this droehg,, hdCates acceptance. of professional
of this droving
/ s ;.
nspornsRnRlty solely for the design shaven. The sWt.Wty and ass
Ion any s Is the respons$Rlty of the DWUMg Designer per ANSVTPl 1 See2.
�. d
~ a
MAX.
SPACING 24.0-
13389 Lakefront Drive
Earth Ciry, MO 63045
For mar. Infarnatlan se. this Job'. general notes page and t •eb �'
s � � }e4°
ALPIND v.w.atpinaitw.cav TPD witAph targi SBCA, w sbclndustryoigi ICC. ww.lecsafe.drg
>
4{, y!
'I
Relnfo
Memt
Go
Tr
Gabe Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace Is 90% of member length.
Gable vertical length
greater than 48' 'L'
5r 'T' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Example- 2X4
2X4 *2X8
\ u No 'L' or 'T'
brace required +
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design,
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or, 'T' brace required End Driven Nalls,
10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus
(4) nalls In the top and bottom chords.
Toenalled Nallsn
10d Common (0.148'x3',min) Toenails at 4' o.c. plus
(4) toenalls In the top and bottom chords,
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detall Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -rail - Or - End -null
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
Length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member,
eb Length Increase w/ 'T' Brace
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o,c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase CFrom Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Goble Vertical Length
1.30x8'7'=11'2'
'T' Relnf,
Mbr. Size
'T'
Increase
2x4
30
2x6
20
^
/Mess
�f
AN nwCOMPANY
EaMC4.MO Drive
EathC ,M063045
wsVARiIN[io REAn M FMLW ALL WMS a T= MAVatd
ANTRE FURNISH n(IS DRAVING TO ALL CON7RACMRS DELIIDDIr THE DISTALLERS.
Trusses require extreme care In fabricating, handling, shppft, Installing and bracing. Refer to and
follow
not Safety shallprovidea or rnyntl SBCA)p for safety
ppract the Intact r to ptrf of HCSI (Bultling functions.
notees d top chord small have propertyers attached pstruetured pshe& Hnpaard bats chord
rhall have a properly attached rl m calh�p Locotlons shown for permanent lateral restraint of webr
or Bell, as npdrabrio Apply plains to each face
sect on the
shall have id position
ionInstaLled pwr 11 above
of truss and�wirw 160 cis shown nmve and on the i Joint lletols, unless rated otlurwlse.
RefRP�. oaddvbbn of�ITV Bul dA-Z for sntpnn� plate �tntc Goodt���I , shall not be responsible for on�y deviation from
this drawbp, any falure to bWla the truss in Q%rnerce with ANSInK 1, or for handeeg, shippng,
installation L bracing of trusser,
A seal an this d d bV or cover page listing this dmwhg, bulcates aexsptarce of professional
f..grrr mwyM " of sNa.n. The wr per and us. or this dna.L,g
t',. RvIIMp nwdgnar per ANSI/1PI 1 sec2
Fpr more Inforv,atlon see this Job's General rater ppaacGee and these web sn.r,
ALPINEe www.ulpnenw.coml TPA www.tpintoral SHCA� wwsbchd,strymoU ICC wnlccsnfe.oro
` �penl"Wo,
� y o' "
-��:gr '+ -
zti Hn Oe7te2 =RC
3.c1 *sue~
gip% STATE OF
% fl'�;,�
�{�Ay'
"'" ;'
m»vsewssa,m�ttnmvoaava
...- w..,,w ..�+,...
MAX, TOT. LD, 60 PSF
REF LET —IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR, FAC, ANY
MAX, SPACING 24,0'
Hip Frame Detains Hip Frame
% L A V A IA!,- B 9
2;
R'
I.thed
Use this detail
ASCE 7-10, 180
fort
mph,
30'
Mean Hgt,
'Mean
Partially
Enclosed,
Exp
C,
or
Hip Frame - provided by truss manufacturer,
Hip frame is designed to provide bracing for flat top
ASCE 7-10,
ASCE 7-05,
160
140
mph,
mph,
30
30
Hgt;
Mean Hgt,
Partially
Partially
Enclosed,
Enclosed,
Exp
Cat
D,
II,
or
Exp C, or
di
di
chords of hip frame system wherindicated Flat top
ASCE 7-02,
140
mph,
30 Mean Hgt, Partially
Enclosed,
Cat
II,
Exp C,
chords of stepped hip system must So. Pine lumber,
Structu l dnels must be properly attached directly
Residentia(;
Wind
TC
DL=4.2
psf, Kzt=1,00
To hip\\\Y'9#�j�I!jlwrlinsr
w.VAR MiPtw RCAg-Aa FM.LDW ALL NOTES a DO DRAVINW REF HIP FRAME
-IWMTANT" FURMSH THIS !RAVING TD ALL CQRPACMtS [NCUMMS THE WTALLERS. � 1 ;Cj i, ��l�
Trusses reWbe e.bene core In fabrkgNng, hnndUnp, sHlppMg,, InrtntU� and bracMg• Refer to" 'lJ �r
forte. the latest eratlm of 6cst <twamng Coripcnent saFrt LtnFor�ntlon, by TP[ and SECA) Far safety N qJ DATE 10/Ol/14
p ctkes prkrr to perFarv+Vg theca iunctlaris. InstaUwre Hall provide temparnry tiradnp per SCSI. _ _
Unless noted otherwise, top chord shalt have property nttncl+ed ptruetivol Shen HnO ord bnttnn chord DRWG HIPFR1801014
y shall hnve properly attoched NON celllnp. L...ti-Y sham far petv.anent lateral restrnlnt of webs _
than hove and
pog Instases Per above
sandoil the
J or Details,
as unless bno APPIyY plate¢ to each fnce
Re truss dnd 1. 16O na ehawn abd*r and t. the :bbt g¢tals,- rated oeherslu. Sr A E OF
Refer to r11'awilg4 I60A-Z for stnntlard plate posltbns. �
Alplhe, a cNisbrn of [TV Hulldij Components Group Inc shall not be responsarte for any devlatbn fr- �P A", Q
AN ITW l70l:1iNNY this d-a.ing, any folure to build the truss In eonfornonce dth ANS[/TPI L or for hnndUno, shlpp4iR, .�Q O 0 0Q`.
I-stoltatlan & bradrig of trusses. v `
A seal an this drawing or cover page us" this drowttg,-kxk tes occeptonco of Prafesstonal $F,
enpinetrkg respons�itlty solNy for thedealm shown.
fa nrry s4tretrn•e Is the respmrsWWiy Thssuer Vue of tds drewma
13389 Lakefront Drive of he Mahe TP
I SeeB �h, `si'A
Earth City. MO 63045 For more Informadmt see tWs job's general notes page and theca web sitesr C�ifdfllAlll1411111ttt\tt\
ALPING wwwalpolelttrzonl TPb wnApinstArgt SECA) erw.WclrNustnyArgH ICO 9vt1crtaf ,arig
Valley Detail - ASCE 7-10: 160 mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
�� Attach each valtey to every supporting truss with,
(2) 16d box (OA35` x 3,5') nails toe -nailed for
ASCE 7-10 160 :mph, 30' Mean Height, Enclosed
Building, Exp, C, "Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 Members.
Alt plates shown are ITW BCG Wave Plates.
3X4
12
12 Max. (—
2X4 X4
Imo- 8-0-0 max --+
4X4
12
12 Max. i
1X3
1X3
ix3 5X4/SPL
20-0-0 (++)
Supporting trusses at 24' o,c. maximum spacing,
"DPRRANT-.
30' Mean Height, Enclosed, Exp, C, Kzt=1.00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
<0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at Mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's seated design.
*wx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
VaUe
Spacing
Pitched Cut
Bottom Chord
Le-nakedVall
k�
2X4 Q C'
SQL
a
L H3TM mi iws DRAVINGI
DMRACTDR.S DEUMM THE MULLER&
spp v, k-fttline and b—InD Refer to and
ety Infornatfon by:Pl and SBCA) for safety g
u s{mtl provide terywr ry brackg per MSL Nw J`���
���.f\, p� snnu nave braP. insseuea per -.al , am
n th a. or mv, as, appucao.a. npp Y Pmws. w enrn ro<
l� N of twss and posHlon oc chosn nbays aml on the JoMt DatoRc, vWcs rotod othardse.
u �.I Rtfcr to drarin8c 16CA-2 Por standard plot a positlans. yy
AN RW C
O
MPANY thl. ddre..4ro v .y f.R-v to b.Wi.Qth etrus t hem fo once stt l ANSI/TPI p1, w f rohandUnpaQahlp*a
Instattatlan 6, beockq of twsff—
A. sat on ttds drawing orcover page Ustb%g this dm k+e, kwcates acceptance of prpfosslond
erkq ty 5utetY far iM design 'shorn The zuttnbstty aM'uge of this droekg
13389 Lekelronl Drive Pon one y st+sstir� � tiro rospanrc�Rity of the ludng Destgrr� per ANSLPI 1 SecE
EaM GB ,M06304I.e. Mi SRU,—,Iad
H for Hors ,Infornatfon see. this Job's general notes ppaovers—d these •eb sites
y M-a�w.nlMnwlkr r,v., .r..tdnelare� nd tIw—w TC6 eesleeeafe.ara
IR 2X4
e Cut Stubbed Valley
m Chord End Detail
STATE OF
Optional 'Hip
Joint Detail
Thl
Y
Partial Framing
Plan
TC LL 30 30 40PSF REF VALLEY DET,
TC DL 20 15 7 PSF DATE 10/01/2014
BIC DL 10 10 10.PSF DRWG VAL160101014
St LL 0 0 0 PSF
TOT. LD. 60 55 57PSF
24,0'
•
Piggyback Detail ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wlnd, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bld located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt; ASCE 7-10, Enclosed Bldg.. located anywhere In roof; Exp %, wind DL= 5'a psf (min), Kzt=1.0.
Notes. Top ,chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable' ends. _
Maximum truss spacing is 24' o.c, detail. Is not applicable if cap supports additional. loads such as cupola, steeple, chimney or, drag strut loads.
xx Refer to rnnlneer's sealed truss ml—lon drawIn. far n1—lmnrk and hnaa truss snarlFirntlnna:
Detail A : Purlin Spacing = 24' o,c, or less
12
Up to 12�
L —Top Chard Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between.
Detail B PurUn Spacing > 2.4" o,c,
PI9gYbncli cap truss slant nailed to all top chord purUn
bracing with (2) 16d box nails 0,135'x3.7) and secure top
chord with 2x4 #3grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'41) at 4' o.c:
12 Attach purUn bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.59,
Up to 12 V `��� II II \\
4'
\\
I I
I I
' I Pur
Spacing )
\\
-
244'1 o.c. max
IL —Full
Top Chord Scnb (Typical Ench End> Chord Flat top chord purlins required at
Depth both ends, purUn spacing
> 24' o.c.
Notes if purlins or sheathing are not speclFied on the flat top of the base
truss, purlins rust be Installed at 24, o.c. max. and use Detail A.
Wdd@�tilihj)11r,,
.
.sVARNQIOn READ AND FOLLOW ALL NOTES IN THIS ORAVM
saD&PERTANTd rUMIM THIS DRAWING TO ALL CMTMMRS INCLUDDIG THE DISTALLERS,
,0" CeL
V 'l
Trusses requt a extreme care In fabrlcatlog, handling, shipping,. h talUng and brocMg. Refer to And
���•
A4`
fall.. the latest e,Otlon of SCSI Gukdbp Component Safety Informatlon, by TPI And SBCA) for safety
=ices pNor to performing these funs l— Installers moll provtde temporary brA[Ing per BCSL
•note_d bottom
ess other Is top chord shalt have properly Attached structural .heAtNng and chord
shall have a properly attached rlpplid celti g. Locotlons sham for permanent lateral restraint of eebs
shall have bracing Bet, le. A to each face
B10, Apply
IV
a
�
J or plates
ply plates
Of buss and padtlon as shorn above sectionsas Wev.bno
on the Joint a , unless
Ton a s per Abo2 And the
Refer to
'
AN COMPANY
drartrgs 16CA-Z for stondord plate positbms,
Alpble, a division of .ITV Building Components Group Inc. shall not be responsible for any devlatbn Frb,,
hinds droNng, any Fallure to buQd the truss In conFornnnce Nth ANSI/TPI 1, ar for handling, shipping,
}
AT
Installation IN bracing of trusses.
A seal on thl. draNng or cover, page Its ting thls dr..s ill, Indicates nocepta— of professional
The and use t}ds d1rawft
W
erginiwing rospva>bNtyy solely for the design shove sultabBky of
far an structure la the rrosponsmWty of the &Ading DrJpner per pNSVTPI 1 Seca
y
0+°a
73389City o 63045
Earth City, A10 630a5
For more Infornatbn see this job's General notes arcs these veb sites,
a1E.
fir'/,
ALPINE, weatphettr.conl TPI, wswtpinskorl SDCAo we.abel y 1hl ICP nwJecsnfearg
0.f he
PP
H4lNullllllt
Piggyback cap, truss slant nailed to all top chord
purI16 bracing with (2) 1fid box nails (0.135'x3.5')
and secure top chord with 2x4 #3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' ox.
Attach purLin bracing to the flat top chord
using (2) 16d box nails (0.135'0.5').
The top chord N3 grade 2x4 scab may be replaced
with either of the following, <1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC 4 (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' nails. Notes Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following nethodss
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulax plates for 2x6 and larger chord
members. Attach to each Face a 8' o.c. with <4)
0.120'xl.375' nails Into cap bottom chord and (45
In base truss top chord. Trulox platesmay be
staggered 4' o.c. Front to back faces.
APA Rated Gusset
8'x8'x7/16' <min) APA rated sheathigussets
(each face). Attach a 8' o.c. with (13ng 6d common
(0.113'x2') nails per .gusset, Z4> In cap bottom
chord and <4) In base truss top chord. Gussets
may be staggered 4' oz. Front to back faces.
2x4 Vertical. Scabs
2x4 SPF i12, full chord depth scabs <each face).
Attach 8 8' o.c. with (6) 10d box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord, Scabs may be staggered
4' o.c, front to back. faces.
28PB Wave.Piaoyback Plate
One 28PB wave pi gyback plate to each face
e 8' o.c. Attach teeth to plggyback at time of
fabrication. Attach to supporting truss with
(4) 0,120'xl.375' nails per face per ply,
Piggyback plates may be staggered 4 o.c. front
to back faces.
PACING 24.0'
EF PIGGYBACK
ATE 10/01/14
RWG PB160101014
V
CLR Reinf orcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
is specified on a truss design but an alternative web
reinforcement method is desired.
Notes:
This detail Is only applicable for changing the specified. CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative
Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf,
2x3 or '2x4
1 row
2x4
1-2x4
2ii3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x600
T-reinforcement, :L-reinforcement, or scab reinforcement to be same
species .and grade. or better than web member unless specified
otherwise on Engineer's sealeddesign.
00 Center scab on wide face of web, Apply (1) scab to each
face of web,
T-Reinforcement
Or T-Reinf,
L-Reinforcement: or
L-Reinf,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o.c. Reinforcing member ,Is
a minimum 80% of web
member length,
T-Reinf. L-Reinf,
Scab Reinforcement,
Apply scab(s) to wide face of web.
No. more than (1) scab per face.
Attach with 10d (OA1 8'x3.0',m1n) 'Halls
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length..
Scab Reinf.
a-DWl7l MT— fIIRN ra MAVM'M &L C`cQ, �,� z UE DWAL M �o`�vS '�•,,� TC ILL PSF REF CLR Subst,
TIM 4
Trusses require extreme care a f.hricdt+rhg, haW&a, sh:ppinp, tnstalft and bradnq. Reeer to and - Tf TC DL PSF DATE _ 10/Ol/14
fotloe the
Intert edition of HCSI (&",d g Componhnt Safety information, by TPI and SBCA) for sofety r+ �I
attics. prior to.perf—ft these 9hn,ctbne. L staUers shall provide terporary �6radnp per ErSL�'Ys
test noted othereise, top chard shaU have properly attached strucl—t sheat7tlng.arM bottom chord C DL PSF DRWG BRCLBSUB1014
shall have a Property attached, rigid "Ainp. Locations sham for permanent tateral restraint of Webs
L�P
d O(((��� n chWl have bradng InstnUed Or� HCSI sectlans s3, w ar Bla, as applicable. Appal ptotes to each face,�C LL PSF
Ifs\ 11� of truce -and Position ae far s abo-ndar and to lino lms. lletnts, wl ss� noted o her.ke. —1111 \Vvl Refer -to drarNO? 160A-Z for standard plate positions.
Alpb,e a divLsMn 09 ITV Bulldin0 Components Wnu Inc shall not be recponslble•for on deviation from ❑T. LD, PSF
AN RWt�MPANY tNs es awp. anY FaAure to bAd the truss In eoneornance ehtti Ar+svTPI i, or far hnndn& shbpnp, ;_,Q }� �P
instaitotioth a brac4q of trusses.
A scot an ttUs draehp ar cover pope 1lstln0 tfhLs drns4p,. Yhdlrotes acceptance of proPessslorml " 9 - - .
anpmKrt�,:pon mnity saWty for teK ash w om n e swtalaity ana .:Y of tnk era.inp d' �v* (� DUR. FAC,
far any s is the responsYDWty oP a Bu0.dimp pesipneh" per ANSLIPI 1. See2 py {j.
Earthi336City.
M ni Drive °3 a��.gv
Earth Ciry,M063675 „mar m re Inf rrwtb-seen ,jobs pa Leo nates'pape amd they eb aites.ro.�M '`erl�, c lF,.... .,at 1 _.a�`� SPACING
Cracked or Broken Member Repair Detod(
Load Duration = 0.7
This drawing specifies repairs for a truss with broken chord Member forces May .be increased for
or web member.
This design Is valid onlyy for single ply trusses with 2x4 or
2x6 broken Members. No more than one break per chord panel
and nomorethan two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
<S) = Two 2x4 or two 2x6 side members, same size,. grade, and
species as damaged member. Apply one scab per face.
Minimum side member length<s) = .(2)(L) + (B)
Scab member length M must be. within the broken panel,
Nalt Into 2x4 members using two (2) rows at 4' o.t, rows staggered.
Nafl Into 2x6 members using three (3). rows at 4' o.c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is Uhited to Visual grade #1 and MSR grade 1650f.,
This repair detail may be used for broken connector plate at
mid' -panel splices.
This repair, detail may not be used for damaged chord or web
sections occurring within 'the connector plate area.
Broken chord may not support any tie-in. loads,
S
L L W.,
'ITypicai ~
+ 0 + o- + 10 + o
o + o + 0 + o +
—1 2' 1--
Stagger
4- = Back Face lOd Box <0.1.28' x 3', min) Nails+
0 = Front Face. 2x4 Member Double, Row Staggers
2x6 Member Triple Row StaAAere,
Nail Spacing Detail
d LU-4 L
AN ITW COMPANY
13389 Lakofronl Driva
Earth City, W 63045
MD PMTANT- �tlRH7SiiTI
Trusses I'etjub`C 2Rtr- care In
fti, the latest edition of BCSI f]
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
8004
Web Only
2x4
18'
975#
1055##
1295#.
1415#
.Web or Chord
2x4
24'
975#
1055#
1495#
17.45#.
Web or Chord.
2x6
1465#
1-585#
2245#
2620#
Web or Chord
2x4
30'
1910,#
1960#
231.5#
25554
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4.
36,
24.70#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
45004
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
52804
6095#
6660#
]N$TALLM
to and
sofety
Conpwents Group Inc shall not be responsible for any deviation f
the truss h cwfornance eith ANSI/TPI 1, or for handi3n6,-I*P4a,
paps us"
rdbetithYe od!e' stighne 6uottdmtlpaD@&slpsna' tes acptanotftdsPrtlrfaeesisn$pw t
tltY
Drnd`uof
ANS,I/TP! 1 Sec2.
. soe this iob$. eeN ( notes moe and those. yeti. Site6,
S
L
Krimum D
L DI.Unce
' E OP
��40SO $
NAL
L
L Dls
Nlr�Zatum
B
L
L
24,0'
L
EF MEMBER REPAIR
ATE 10/01/14
RWG REPCHRD1014.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM
EXISTING FILLER
SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
USE *2 OR BETTER <1450f FOR.MSR) MATERIAL. FOR FALSE
FRAME CHORDS.
USE #3 OR :BETTER OR STUD (960f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
LOCATE. VERTICALS AT 4'=O' D.C. MAX., OR, SEE NEXT OPTION.,_
IF .FALSE FRAME CHORD IS THE SAW SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY LOCATED WITHIN
+ OR _ 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
<4' MAX, -PANEL LENGTH),
APPLY REQUIRED BRACING (SEE BELOW),
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
)LATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL. TRUSS.:SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND.
LOADS, BEARING LOCATIONS,._ETC,_IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO. DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM :CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT W-O' D.C. IF THERE IS NO -SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI,.
■■IIIMIANT—
THIS DETAIL APPLIES TO ANY PITCH; ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD., WITHTHE EXCEPTIONS
NnTFn ON THIS SHEET
F. USE THIS DETAIL fORI
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
RIOR BEARINGS AT ANY LOCATION. ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED .TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES;
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS,
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUI.REMENTS MAY
- USE AN _ALPINE ,WAVE 20 GAUGE 3x4 MIN, PLATE AT .HEEL CONNECTION
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF. EACH
VERTICAL WEB; ALL. PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
IF NEEDED, A 2x4 FALSE FRAME BOTTOM :CHORD MAY BE SPLICED WITH AN
ALPINE 'WAVE 3x4 MIN. PLATE 'AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT .ANY VERTICAL (J❑INT SPLICE).
PLACE FALSE FRAME CHORD IN -PLANE. WITH THE TRUSS.
CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED, AT EACH END IN :ADDITION TO ABOVE REQ.
JOIN "VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLC
MAY USE A 12' LONG47/16' PLYWOOD (OR OSB)•GUSSET TO EACH FACE .AND
8d NAILS <0.113x2.51) @ 3'" D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- 'VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH 0) 11. GAUGE
(0.120') xl.375' NAILS INTO. EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18,
LONG MIN. 'BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
dial( have a t attachetl g� P tv
y Proper y Hgkl sek4i Locations sham For lic bt errt I ral tk . we s
shad have bradng Oistalted Per dbo sections 89, J It BIO, as uniessWe. d -ty plotps to each Fnu
0 of truss and pasitbn as shorn nhovo and on that Joeit DeWts, unless meted otherwise.
Refer to ,drawings 160A-I for standard ptate posltkom
Alpine, o division of ITV Bu&tl(n Components taro Inc, shaU.not be responcibte for anyy devlAtlon f C,` A F OF
AN:tTWCOMPANY tits drawing ny Pon— to buit�the truss In con�ornonu with ANSI/TPI 1, ar for handwg shlpphg, 'O
Installation L bracing of trusses. TS .3;
A seal m 4.+& dmvlg-ar cover page Hating this dmwMp, hdcates acceptance of professional Y�
engfierr6g respansblUty sokty Par the design shown. 'The sultob8lty ni+d tua of tWs drawing �!, Q 1 y
13 891,akdmm Drive far awry sSructve is N,e responslbatty of the Bukd4@f Designer ;per AN511TP1 t-Ser2 '`��
gmh' iy, INo om .For none Information see this job's general notes page and these web s"es.
a. Wn .rw.atab.eltw.cun. TPL www.tainro wto, SSr4j wwwsbcNdustry 1 X0 wwwJccsafwAM dR,V
R.WG
BC FILLER
10/01/14
i
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph .wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=.6,0 psf, Kzt = 1:00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft Mean hgt, located anywhere in roof,
wind TC. DL=.4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00:
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0'', min)
nails at 8' o.c, plus clusters of four nails where shown in figure below 00.
NOTE, #2 is the minimum lumber grade allowed for all species,
NOTE: Add 2101f uplift (max,) to reported truss uplift for wall connections.
—WARNMG" READ AND FMLOV. ALL N= ON TIgS.IQAVM
..I(PDRTAW— FURNISH. THIS WAVING TO ".CONTRACTORS INCLUDING THE INSTALLERS
T—" / ''
��� Gp� I� ++�
TOTAL TOP CHORD
REF_ 2X4 SCAB O.H.
DATE 10/(il/14
Trusses regwre extreme care In fabricating, handling, shlpping, Instalft and brac1ng. RtPor to AM
rollo. the latest edition of BCSI ®ulding Conpanent Safety In(ormation, by TPI and SBCA) far. safety
-.[nstnllarc
�� GLIV�
` �Q` �\ F
-� ..EXCEED.
LOAD NOT T❑
40 PSF
DRWG ❑HSCB2X41014
praatices prbr to parforNn0 these functbnc.sYgLL provwe tomparary b�ratsg par DCSL
unl.sa natal atherese, top chord shall hove property attached'st—ti-t 5hent.Wng and boeta., hard
have Locations sho-'for loternl rest-Int OP .ths
No -
CDEAD PLUS LIVE)
r
f7 �� I��
I `+
=�
shall a properly. attached rW ceklnp permanent
shop Mve bracing Installed per SCSI. sections 83. 37 or 810,_ as apNkoblo. Apply plates, to oath fate
of truss ad pocltion of sho— above and on the Joint Betalc, unless noted othenice.
.�.
,L
= Ya
I`I—=�
II I�ILIr
Refer to drneings 16CA-2 for standard plote positions.
SATE 4F
AN COMPANY
Alpine, a chUlon of ITV Buadn Mmoonents croup Inc .had not be responsue f— any'deli ti—from
this drar4+g, try falure to Wtd the truss In eonfonxince vM ANSI%TPI 1, er for hnndUn2, shipping.
�
FA tollotlon t. liras,""' of trusce..
A see" on this dradng or cover Page Ustft this d nrinp, hdcates ncceptan[e oF. professional
•npMt-ft re�n.maityy solely for the stria m: sdsnb0.lty and uce aF this dro.ing
far any structure Is -the responsibility of fine &Adng Designer per AHSI/M I Sec.Pt
y LbA+ - \ ��
63yP� Q� �,`t®\
DUR, FAC, 1.15/1.25
SPACING 24'
'3389.I.aketranl Dritre
ea lnclry.h,os3Bc6
For mare i :�on`°;Pi°.. °iBcm` :; iCO vvirCsoMorg
y¢tt�SSSSSStdddddd' `` �AL �
ALPINE o-�zae � tand 'y—Tj
„`.�``
12 (2) 16d TOE NAILS
O VARIES OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
�. B-0-0. MAX. SPAN
' TYPICAL END JACK (EJ)
N.T.S.
TYPICAL
12
VARIES
TYPICAL CORNER JACK (CJ)
N.T.S.
SET INSTALLATION
TILE., SHINGLES:
TOP LIVE LOAD: 1 20 20
TOP DEAD LOADI 15 7
WIND DESIGN:
ASCE 7-10 t
.*WARNING** Read &
Furnish this drawing to c
C. 1.25 1.25
160 MPH PER
24" O.C.
w all notes on this drawing.
ntractors including the installers.
—(4-) 16d NAILS
See Connection. Detail
WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
QA*
J
'm a_. CONNECTION DETAIL
(BJ). (2) 16d GUN NAILS
8 FOR EACH LOCATION
SHOWN TOP & BOTTOM
J 2x4 SYP Nailer 16" Long
LC' 6.'0" MAX. Top & Bottom use 16d
Nails 4" Q.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
B 0 12
VARIES
WEB CONFIGURATION
(4) 16d NAILS
See Connection Detail
17-3-12MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
"Itmit
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182