HomeMy WebLinkAboutTRUSSy
SCANNED
Luce Count/
RANEY COMPONENTS
aiw 19900 Independence Blvd.
Groveland, FI 34736
omponents, ttt one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00063
Printed: Tue, May 29 2018
OD rormarlon:
Address:
FOR Name and License Number:
Cu
'lomer m
Neine:
Creekside Lot 63
D
! Horton
8636 Cobblestone Dr
De,cr1Ptlon:
City, State, Zip:
4E
B Aria "C"
Fort Pierce, FL
oading Information:
t Loads:
Floor Loads:
Ive:
TC Dead:
BC Live:
BC Dead:
TC Live.,
TC Dead:
BC Live:
BC Dead:
20
7
0
10
20
7
0
10
i. Code: Wind Sid:
Wind Speed:
Bldg. Useage:
Building Type:
Wind Type:
2017 RES ASCE 7-10
160
Residential - CAT II
C
MWFRC & C&C w/M
:s or sheets covered by this seal from: 1 thru 21 Total 21
# DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO
1 Al
2
AIA
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 A8
10
A8G
11
B1
12
B2GE
13 C1GE
14
MV1
15
MV2
16
EJ7
17 EJ7A
18
BJ5
19
BJ3
20
BJ1
21 CJ7
Digitally signed by Manuel Martinez
■ ■ I ON: c=US, o=ldenTrust ACES Business
nuel ou=M AND E
ASSOCIATES PA., cn=Manuel Martinez,
9.92342.19200300.100.1.1=A01098000
• - 0001„4,MCF8FE9600W211F
Date: 2038,415.3012:53S7-04'00'
I 2 Adobe Acrobat DC version:
/Aiy 2015,006.30418
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This Item Lasbeenand=led by Maysxt wart4nc4
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Page 1 of 1
Job Number: 36CS00063 Ply: 1 1 SEQN: 667772 / T11 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 7 FROM: AH DRW:
Truss Label: Al Wgt: 224.6 Ibs ' - ' ' .. / ... 05/2912018
6'4"8 7'10" 14'4i 19'4" 24'3"9 3010" 32'3" 39'8"
6'44'11"9 4'11"9 6'6'7 1'5" 6'4"8
1123(4 =4X6 m3X4 5m3X6 m3X4 4X6 012X4
SEAT PLATE REQ. SEAT PLATE REQ.
388"
1' 12 59'4 2'0"1�_ 5'3"1 53"1 2'0"1§_ 59"4 _�_ 6'2"12
6'2"12 + 12' +14.0"1�+ z411 T zsa 32'S'4 r 39'a"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 692 / 936 / - 1433 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 1936 /- / - / 8.0
Risk Category: II
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS
EXPDes Ld: 37.00 Mea C HORZ(fL): 0.132 L - - B Min Brg Width Req = 1.9
Mean Height: 15.00 tt Code / Misc Criteria CreepFactor. 2:0 J Min Brg Width Req = 1.9
NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & J are a rigid surface.
Solid: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.774 Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.563
Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.924
Loc. from endwall: Any FT/RT:20(0)/l0(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 F - G 1786 -1841
Lumber
B - C 2411 -2955 G - H 1995 -2323
C-D 1968 -2359 H-I 1968 -2360
Tophard 2x4 SP #1
D - E 1995 - 2322 I - J 2411I - 2956
Bot chord 2x4 SP #1 E - F 1786 -1841 J - K 271 0
Webs 2x4 SP #3
ICI
Bricing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords TenW Comp.
member. Or 1x4 'T" reinforcement. 80% length of B - R 2583 -1933 O - N 20091 -1335
web member. Same species & SRB grade or better, R - Q 2580 -1934 N - M 2-1 -1924
attached with 8d Box or Gun (0.113"1Q.5",min.)nails
6" oc.�n y itfp Q - P 2580 -1934 M - L 2581 -1924
P - O 2008 -1319 L - J 2564 -1924
Loading �.
Truss passed check for 20 psi additional bottom ffi� Maximum Web Forces Per PI Ibs
047182
chord live Toad in areas wit42"-hi h x 24"-wide s y ( ) g e Webs Tens.Comp. Webs Tens, Comp.
clearance.' ,
wa R - C 278 - 5 O - G 790 756
Wind C - P 688 -603 G - N 4 .0 -267
Member design based on both MWFRS and C&C. P - E 460 -267 N - I 688 -603
i:10 STATE s E- O 790 -755 I- L 278 -6
F - O 1371 -1230
ALL _
40 01 SA 38 fF 55 8180 OB 7F 4800 99 2E85 FB
Sfs'S itetra%uairem claetagzlynadaPs9 sxaixd bS+rAaseul Marii�cea;
�(rL.t¢c.csaiszlGntA��SRcxh4W4ahaamtng3SNA"I i
rYdadvdtt $�:a3xfds dames^^=mtcmwi od ApAd=g=Ind
and t1^c.=.:5A.5 ax.' enfd a3ts exxda n-t 4ar4b_d macydartw'&—
cavinz
'I
""`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI on[7'S8 A) for safety practices prior to performing these functions. Installers shall provide temporary try
bracing per BCSI., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperylr y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B1 Q p rzrtrcttts ur
as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise, (tefer to t
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 handlingf shipping, installation and bracing of tfvsses.A seal on this drawing or cover page _
listing this drawing indicates acceptance of pro essiona 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 ANSIrrPI 1 Sec.2.
Job Nu'�; ber: 36CS00063 �Ply:l SEQN: 667774 / T22 / COMN
4EAB Fy'na "C" IDR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW.
Truss bel: A1A Wgt:260.4lbs .. / ... 05/29/2018
19'4�" 24'3"8
t5.12 f 3'1'12
7.9°1 __ 14'4"8 1 17'10*4 211 i 30'10" i 329" 38'8'
6'6"14 3'S"12 1"9.12 6'6"8 t'S 6'4"8
G�-5X6
02X4 e4X6 a5X10 11] XM M4 ®5X10 234X6 12X4
Ij
SEAT PLATE REQ.
r1' 6'2°t3
6'2°13
5'9"3 2'2"12 3'9"4
12' 14'2°1 18'
SEAT PLATE REQ.
3T8"
3' 3'5"4 2'2°12 5Z 6'2'12 t�
21' 24'S"4 26'8° 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 Udefl U#
LOG R 1 U / Rw / Rh / RL
1 W
TCDL:'
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.187 Q 999 240
B 1523 / 691 / 935 / - / 433
/ 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.515 Q 999 180
L 1523 1691 1935 /- 1-
18.0
BCDL:I
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.096 N - -
Wind reactions based on MWFRS
Des L
37.00
EXP: C
HORZ TL 0.179 N - -
( )�
B Min Br Width Re 1.8
9 q =
NCBC
I L: 10.00
Mean Height: 15.00 ft
Code I Misc Criteria
Creep Factor. 2.0
L Min Brg Width Req = 1.8
Soffit: 'I
2 00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.770
Bearings B & L are a rigid surface.
Load
�
uration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.598
Bearings B & L require a seat plate.
Spaci
g: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.932
Lac. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
r
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
B - C 2406 -2779 H -1
2309 -2307
2270 -2394
Lumb
'ord
C - D 1960 -2167 1- J
1988 -2131
Top c
2x4 SP #1
D - E 1988 -2130 J - K
1961 -2168
Bot c
ord 2x4 SP #1
E - F 2231 -2343 K - L
2406 -2779
Webs
,IF-
2x4 SP #3
G 2261 -2247 L- M
27 0
(a) Cdntinuous lateral restraint equally spaced on
mem er. Or 1x4 "T" reinforcement. 80% length of
web ember. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" ¢c.
Wind Ili
design based on both MWFRS and C&C.
No 047162
40 015A 38 FF 50 81 BD BB 7F4800 99 2E 95 FB
This 12amAz:bsm,elact %gnce3 mad salad by sA.vA iWrkin",
1� (Tt. tic.ir�:ailrz(ce2 tAe�ftawia ate w°�ag g siiA�i
as;2Aendmde ade.
z'�aiadziaxeStt�doccr�rtarm mdtcra*s3ccrad sdrsas3 and ,salad
and 2Fe:rtiRr4 asr�anYka4a�ss�*e nr�2�a�adfldeaa a�gstc:2rar3s
a�iax.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - W
2427 -1929
R - P
12 -10
W - V
2424 -1929
P - O
2424 -1924
V - U
2424 -1929
O - N
2424 -1924
U- T
11 - 9
N- L
2427 -1924
S - Q
1848 -1125
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
W- C
282 - 6
G- Q
941
-1008
C-U
688 -618
Q-R
10
-1
U - E
541 - 729
Q - H
165
-18
U - S
2156 -1531
Q - 1
508
- 245
E - S
282 -13
Q - P
2218
-1594
F - S
178 -16
I - P
632
- 844
S-T
22 -1
P-K
688
-617
S - G
908 - 9W
K - N
282
- 6
I -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss 's require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary �prre{r
braci. g per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacf ed rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, onr ntnts air
as ap I!cable. Apply, laces to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 1
drawings 160A-Z for standard plate positions.
Alpin if a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss i conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing; this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and tape of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00063 Ply: 1 1 SEQN: 667768 / T7 / SPEC
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 2 FROM: AH DRW: I
Truss Label: A2 Wgt: 224.0 Ibs / ...
. 05/29/2018
a_ 66r144"7 T L2439+ "7 +3123� 38'8
48 1614 4799 60514 '-4°
116(4 ®4X6 aa3X4 >a3X8 H3X4 ®4X6 III X4
EAT PLATE REQ. SEAT PLATE REQ.
38'8"
6'2"12 5'94 2'0"1 10'6"2 2'0"l 59"4 6'2"12 V'
6'2"12 12' 14'0"1% 247"1 26'8" 32' 44 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
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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
A)
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
S
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.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL / W
B 1606 / 684 / 934 f - / 427 / 8.0
Pf: NA Ce: NA
VERT(LL): 0.176 N 999 240
Lu: NA Cs: NA
VERT(TL): 0.454 N 999 180
J 1606 / 684 1934 /- /- 46
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.132 L -
Creep Factor: 2.0
B Min Brg Width Req = 1.9
J Min Brg Width Req = 1.9
Code / Misc Criteria
Bldg Code: FBC 2017. RES
Max TC CSI: 0.773
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.583
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.931
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens., Comp.
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G 1751 -1841
B - C 2378 -2955 G - H 1% -2321
WAVE
C - D 1935 -2359 H -,1 1935, -2360
D - E 1962 - 2320 I - J 2376, - 2956
E-F 1751 -1841 J-K 27 0
Maximum Bot Chord Forces Per Ply
Chords Tens.Comp. Chords Te
B- R 2583 -1903 O- N 2
R- Q 2580 -1903 N- M 2
Q- P 2580 -1903 M- L 2
P-O 2008 -1297 L-J 2
-1312
-1901
-1901
-1900
Loading
� 4" mom'
'k% "'e "
Truss passed check for 20 psf additional bottom
t*
047,1$2
Maximum Web Forces
Per Ply (Ibs)
chord live load in areas with 42"-high x 24"-wide
-
Webs
Tens.Comp.
Webs
Tens!
Comp.
clearance.
e.OR
R - C
278 -5
O - G
803
-755
Wind
Aft
C - P
689 -603
G - N
460
-267
Member design based on both MWFRS and C&C.
S. WTE
Of
P - E
E - O
460 -267
803 - 754
N - I
I - L
689
278
-603
- 6
e
sue.
"a
O - F
1370 -1239
t;wFtiltl:,f
40 015A 38 FF 58 81Z0 813 7F49 00 99 2E 115 FB
ritttltmtsls:s8zamnmM s#gned:sa3.csicdhyrsrdsrtincs, PE (fit. uc.04TI92f W the daft. I ywn AM& Wng asstPa
�iitanttitnarala
ptbtcd ccptas mf tidss domr^ertmm mot mmifnmd ySped and =led
sn6.4 M..o saa"ffi.ntka1k4Code mWi@s wxbd M eavefettmnk
cmins.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI and'SBCA) foi sa�ety practices prior to performing these functions. Installers shall provide temposrrVy -Ifni
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro efly
attache
�ri id ceiling Locations shown for permanent lateral restraint of webs shall have hracing installed per BCSI sections 63, B7 or �1D, odr rottents,ar
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. {tefer to f
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin 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 dgrawing or cover page_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suibdrty
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Ngr6ber: 36CS00063 Ply: 1 SEQN: 667766 / T6 / HIPS
4EAB IXna "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 247.8 Ibs .. / ... 05/29/2018
Des
Load
Top
Bot
(a) C
mem!
webs
attad
@ 6"
0
6'4°9 T10"¢9 14'4'8 17' 21'8" 24'3"8 , 30'9"7 32'37 398" ,
r 6'4"9 +1'6" 6'5"15 + 27"8+ 4'8" 27"8 1 6'S"15 1'8"r 6'4"9
o5X8 '-5X6
F G
0&4 �4X6 m3X4 a3X4 �3X8 m3X4 �4X6 1112X4
SEAT PLATE REQ.
1' 6'2"13 5'9'3
6'2"13 + 12'
i_ 2'1" 2'11"
14'1" 1 17F
38'8"
41 3'0"12 2'1°
21'6"4 r 24'7" 26'8"T
SEAT PLATE REQ.
5'9"3 6'2°13 1'
32'5"3 36'8"
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.162 R 999 240
B 1566 / 695 / 940 ! - / 385 18.0
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.432 R 999 180
K 1563 1695 / 940 ! - / - / 8.0
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.069 M - -
Wind reactions based on MWFRS
37-00
EXP: C
HORZ L 0.126 M - -
�)
B Min Br Width Re 1.8
g q
10.00
Mean Height: 15.00 tt
Code / Misc Criteria
Creep Factor: 2.0
K Min Brg Width Req = 1.8
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.773
Bearings B & K are a rigid surface.
ation: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.561
Bearings B & K require a seat plate.
24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.948
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 G - H 1907 -1945
B - C 2360 - 2874 H - 1 1943 - 2219
C - D 1916 - 2266 I - J 1916 - 2258
12x4 SP #1
D - E 1943 -2227 J - K 2361 -2866
12x4 SP #1
E - F 1920 -1965 K - L 27 0
1 SP #3
F - G 1742 -1692
wous lateral restraint equally spaced on
Or 1x4 "T" reinforcement. 80% length of
lber. Same species & SRB grade or better,
with 8d Box or Gun (0.113"x2.5",min.)nails
>ed check for 20 psf additional bottom
load in areas with 42"-high x 24"-wide
design based on both MWFRS and C&C.
No 047102
0
40M5AMFF5SKW80W480002E85FB
Thu 14ar< kasbm alar.3a¢ ;yslraadssi szalad by V�'gmAtiw.
FE(FL. M.WtH21 mth data shownahmsv u^.3nga531k3
autiert3ca en:lm.
Et2ti¢ad es»�8axadd�s dcsr�-.ss4 zra nv¢c�r�n`�susA mad aarJ ss�Ms6
and¢te. iw-Ifvc.dotm ude mukhe m1fed.m airy dectmrgz
xm im
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-T
2511 -1918
P-0
1919 -1330
T - S
2508 -1918
O - N
2501 -1934
S - R
2508 -1918
N - M
2501 -1934
R - Q
1927 -1314
M - K
2504 -1934
Q - P
1697 -1028
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp-
T-C
281 -5
P-G
707
-721
C-R
691 -616
P-H
810
-651
R - E
433 - 267
H - O
430
-263
E-Q
818 -656
O-J
692
-617
F - Q
732 - 761
J - M
281
- 5
F - P
213 -208
"*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
[ Safety Information, by TPI and'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ce!linqq. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610,
le. Apil plates to each face oftrussand position as shown above and on the Join Details. unless noted otherwise. (tefer to
a division of
n i' 11; or for n
acceptance
any structure
failure to build the
g or cover page- .
in. The suitability
crtrey
nrnfrvneats;,u
x
Job Number: 36CS00063 Ply: 1 SEQN: 667770 / T5 / HIPS
4EAB Aria "C" !DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A4 Wgt: 259.0 Ibs / _.. 05/29/2018
9 } A { 3'F638'f' 3097 ''3 38
3,0"0 Ti-7 4442,48.816"
°
'I
55X8 102X4 V--5X8
192X4 =4X6 =3X4=3X4 =3X8 °°3X4 =5X6 102X4
9
SEAT PLATE REQ.
6'213 5'9"3
6'2"13 12'
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
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 93
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or lx4 `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.
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
38'8,
A 2'1"1 4'4"
4'4" 1, 3'
5'9"4 6'2"12 1�
�1 1�4'1"11�L�1"t 19'4"
23'8" 2"8.
32'5"4
r151
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL 1 W
Pf. NA ' Ce: NA
VERT(LL): 0.154 S 999 240
B 1523 / 697 / 938 ! - / 345 / 8'.0
Lu: NA Cs: NA
VERT(TL): 0.422 S 999 180
L 1523 1697 / 938 / - /- 18.0
Snow Duration: NA
HORZ(LL): 0.064 N - -
Wind reactions based on MWFRS
HORZ(TL): 0.120 N - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor: 2.0
L Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.890
Bearings B & L are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.578
Bearings B & L require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.966
FT/RT:20(0)110(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 G - H 1W -1853
40 015AS8 FF 50 8180 8B 71. 4800 99 2E 95 FB
V*Item hmbem 1 asalad by Mamol martins,
4n921 an the dal¢ showaabew tr.�n8 a S;Wi
alntkofid catknZed&
Pibtad iitxar = mm mt cwdl&nd Apwdma zm bd
Me It= SFA"3'aiA MI:t aUM Mden-k bewAfied as ac jdaattank
cwint.
B - C
2340 - 2781
H -1
1979' - 2009
C - D
1906 -2171
1- J
2050� -2248
D - E
1933 - 2132
J - K
2031 - 2287
E - F
2248 - 2082
K - L
23(�4'I - 2751
F- G
1848 -1853
L- M
271 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. I Comp
B - U
2428 -1934
Q - P
1755, -1191
U - T
2425 -1934
P - O
19641 -1459
T - S
2425 -1934
O - N
2393 I -19M
S - R
1842 -1298
N - L
2396 -1906
R - Q
1768 -1189
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens'.! Comp.
1�
U-C
279 -4
Q-H
-214
C - S
694 - 618
P -1
63'i - 526
S - E
460 - 216
H - P
547' - 620
E - R
1130 - 774
I - O
353 , - 265
F - R
797 -1190
O - K
549, -476
F- Q
256 -190
K- N
2371 - 8
G - Q 228 - 234
'"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
Componenf Safety Information, b TPI anc7SBCA) fog safety practices prior to pertormmg these functions. Installers shall provide tempora �rney,
bracing per BCSi.. Unless noted oherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperryly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om vnentsair
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. E�efer to J
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinl�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 handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of pro essiona 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/TP11 Sec.2.
For more information see this'oVs general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. 1nsLo • SBCA' wwwsbcindu .com' I= www.Ic safe.o
Job Nuryiber: 36CS00063 Ply: 1 SEQN: 667757 / T4 / HIPS
4EAB a "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Obel: A5 Wgt:212.81bs / ... 05/2912018
i
6'4"9 IT '4" i 25'8" 32'3"7 38'8" i
r 6'4"9 + 6'7°7 + 6194" 6'4" + 67"7 + 6'4"9
--5XB 102X4 --5X8
D E F
192X4 m3X4®3X6 m3X8 m3X6=3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
13 6'9"3 1' 5'4" 5'4" 1' 693 6'2"13 1�
6'2"13 13' 14 19'4" 24'8" 25' " 32'S"3 38'8"
Loadi
g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL:',1
7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.182 E 999 240
B 1616 / 699 1931 /- 1304
/ 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.467 E 999 180
H 1616 / 699 / 931 / - 1-
18.0
BCDL:i
10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.074 J - -
Wind reactions based on MWFRS
Des L
! 37.00
EXP: C
HORZ L 0.131 J - -
�)
B Min B Width Re 1.9
� q
NCBC
L: 10.00
Mean Height: 15.00 ft
g
Code / Misc Criteria Creep Factor. 2.0
P
H Min Brg Width Req = 1.9
Soffit:
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.718
Bearings B & H are a rigid surface.
Load
uration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.576
Bearings B & H require a seat plate.
Spaci
g: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CS 1: 0.555
Maximum Top hod Forces Per Ply(Ibs)
sComp.
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp-
GCpi: 0.18
Plate Type(s):
'r
Wind Duration: 1.60
WAVE VIEW Ver. 17.02.02.1208.16
A - B 27 0 E - F
B - C 2330 - 2952 F - G
2012 -2366
1980 - 2452
Lumb
C - D 1980 -2451 G - H
2330 -2953
Top cford
Bot c
2x4 SP #1
ord 2x4 SP #1
D - E 2012 -2366 H - I
27 0
Webs
4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Loadi[1a
Chords Tens.Comp. Chords
Tens. Comp.
Truss
ased check for
20 psf additional bottom
chord
clearae.
e load in areas with 42"-high x 24"-wide
B-P 2576 -1921 M-L
P-O 2573 -1922 L-K
2118 -1370
2118 -1370
MAq
O - N 2118 -1354 K - J
N M 2118 J H
2574 -1938
2577
Wind Ise
r'�I '
ire
- -1354 -
-1937
Mem 'er
design based on both MWFRS and C&C.
ax� �� - aK
per'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
foo
P - C 247 -4 M - F
355 -295
C - O 629 - 505 K - G
629 - 505
aw
D - O 437 - 281 F - K
437 - 281
TAT E OFy
D - M 356 -295 G - J
E-M 302
247 -6
#p4
-344
asax+stti. sa -
40015A39EF5081B08137F4800992E95FB
ittclCem$aibeencEeSroafe y nedand=o1edbyM2=Amwknti,
� T£ j1, tLc.axafHzl an lbada22:snaea abffiaaa ar.'�g asiiA•1
a�aierr�aR�asir.�e.
Piatwd-4b=arcik dw�A=not cx wJ&xed 4ad mid sealed
snob**wfvdexra dcctrar.�
plat_
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trussi s require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comp)nenf Safety Information, byY TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary rrrrey
bracin 3 per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61D, �r<r ranerr[s fu
as aptlicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to i
drawl gs 160A-Z for standard plate positions.
Alpine,( a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss i conformance with ANSI I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ .
Iistin this drawing indicates acceptance of professtonat engineering responsibility solely for the design shown. The suitabtllty
and qse of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00063 Ply: 1 1 SEQN: 667755 / T3 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A6 Wgt 217.0 Ibs ! ... 05/291201B
21'
4"9 '1 I19'3"15� S1�
21 13 2+ 738'9 76"566"1 9714V 3 7663 47 49
I
;:5X8 Id2X4 3X4 =3X6 1112X4
D E F G H az5xI
T F,-,- 12
6
� �,-3X4C >JSZ43X4
0
in
l=4X6(A2)A B K=4
�
T S R Q P O N M
1112X4 =3X4 =3X6 =3X8 =-3X8 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' 62"13 4'9"3 3' 261 142 2'6"3 3' 4'9"3 6-2"13 1'
6'2"13 11' 14' 16'6°1 22'1"13 24'8" 27'8" 32'S"3 387
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.178 F 999 240
B 1523 1701 / 918 1- / 263
18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.487 F 999 180
K 1523 1701 / 918 / - /-
/ B.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.066 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.124 M - -
B Min Big Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 2.0
K Min Brg Width Req = 1.8
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.551
Bearings B & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.449
Bearings B & K require a seat plate_
Spacing: 24.0 "
C&C Dist a: 3.87 it
Rep Factors Used: Yes Max Web CSI: 0.537
Maximum Top Chord Forces Per Ply.
ie
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
s
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
2217 -2472
Lumber
B - C 2310 -2734 H -1
22171 -2472
C - D 2086 -2360 I - J
2086 -2360
Top chord 2x4 SP #1
D - E 2217 -2472 J - K
2310 -2734
Bot chord 2x4 SP #1
E - F 2217-2472 K - L
271 0
Webs 2x4 SP #3
F - G 2217-2472
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens: Comp.
',
B - T 237-1894 P - O
2058-1489
ass
T - S 2375 -1895 O - N
S R 2058 N - M
20581 -1489
2374 -1911
va
- -1473
R - Q 2058 -1473 M - K
2377 -1910
No 047182
Q - P 2493 -1725
a
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens., Comp.
T-C 202 -8 F-P
100 -91
0"
C-S 510 -384 H-P
257i -264
Ewa116 A"
n
D - S 365 - 297 P - 1
D Q 588 i N
588' - 483
365
- -483 -
E-Q 256 -264 N-J
-297
510, -383
J•
Q - F 100 - 92 J - M
202 -10
40 015A 38 FF 5B S1 BO BB 7F4S 00 99 2E g5 FB
This ltamRasbcem ela monad zr9seaicd by tucroszi Marmcz,
_-. (FL. Lk.64Sa3j on the date spawn ahaw Wag asNA•1
aethcnr3ca.rsr�c.
i
-Nbud cvp xaaf dis dotca' ,a,a mot crauk=d%kncdand mbd
ane Lhse;.�.s avYslenbcat��¢ nl .CL+mvrrtiM�.rn arr7a�atttmr�•
s3as..
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re9wire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bl�// TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrYY rrae!j
bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, Tolx4nts;ux
as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to 7 _
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildinf�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 drewingg 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 ANSIITP1 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tp7irist.orgSBCA: www.sbdndu .00m ]CC: www.iccsafe.org
Job Nt iinber: 36CS00063 Ply: 1 SEQN: 667753 ! T2 ! HIPS
4EAB 'a "C" !DR Horton l4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss �bel: A7 Wgt:218.4lbs / ... 0512912018
,I
24'4"4
34"4
r 6'48 27"8 + 5 3312 f 5 0"4 r 18" 5'3"a 2 + 2'7"8 L
85X8 =3X4 1112X4m4X6 m3X4
n E F G H
11
o III
v
=4X6
I
6(A2) �n
U T S R Q P O N M
1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
i
�I SEAT PLATE REQ. SEAT PLATE REQ.
i• 38W
1' 6'2"12 2'9"4 3' 5'3"12 5'3"12 2'0"4 2'9"4 6'2"12 1'
r 6'2°12 9' r 12 2 0"4
i r 19'4" 24'7"12 268"i r 3Z5"4+ 3818"
29'8"
V
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL if 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL1I 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 / 703 1900 / - / 222 / 8.0
BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 K 1523 / 703 1900 / - /- / 8.0
BCD j10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS
Des : 37.00 EXP: C HORZ(TL): 0.132 M B Min Brg Width Req = 1.8
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8
NCB LL: 10.00 P
TCDL: 4.2 psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES 'Max TC CSI: 0.551 Bearings B & K require a seat plate.
Load ,iDuration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.468
Spaci, g: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.582
Loc. from endwall: Any FT/RT:20(0)/l0(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 G - H 2581 -3077
Lumber B - C 2295 -2726 H -1 2452 -2841
Hord 2x4 SP #1 C - D 2205 -2485 1- J 2205 -2485
Top
Bop c °ord 2x4 SP #1 D - E 2452 -2841 J - K 2295 -2726
Web '2x4 SP #3 E - F 2581 -3077 K - L 27 0
F - G 2581 -3077
Wind
Mem per design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
$�>g B - U 2368 -1874 Q - P 2872 - 2051
.sr
U - T 2366 -1874 P - O 2188 -1602
rE
T - S 2188 -1586 O - N 2188 -1602
S - R 2188 -1586 N - M 2366 -1890
R - Q 2872 - 2035 M - K 2368 -1890
NO .�
Maximum Web Forces Per Ply (Ibs)
..
40
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 - I 881 684
+� D - R 881 -683 N - J 448 276
R-E 459 -487 I-N 304 -354
E-Q 276 43 J-M 163 -14
F-Q 276 -2
4001SA3EEF5BSS.StyBB7F4&00992E85FB
ilih IEmm'dasa#smayrmlmtSron€r x nad aid=And by MAarwl A@artWm
?E (FL. tic.CTlE921 co t3�c da9cslt7am aGa^.m en�g a SHT i
� aaiheat%satd'ssznde.
ftft,od cmin ofthns dw-um=t armnot crrrdd m6�'pw5and =Id
and kha SKA-1aRBamnt ca2u asadmens tbeVuif MmydedrunY
cawn,
'":IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire exfreme care in fabricatingg handlin shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, by TPI anc7'SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temporarryv
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, 67 or B10, om wnrrits, nr
icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to t
Is 160A-Z for standard plate positions.
a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSIt fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_
this drawing indicates acceptance of protesslonal engineering responsibility solely for the design shown. The suitability,
ie of this yawing for any structure is the responsibility of the Suilding Designer per ANSI/TP11 Sec.2.
Information see this iob's general notes Dane and these web sites: ALPINE: wwmaloineitw.com: TPI: wwv.minst.oro: SBCA: www.sbcindustrv.som: ICC: www.icesafe.om
m
IJob Number: 36CS00063 Ply: 1 SEQN: 667751 / T19 / HIPS
4EAB Aria "C" /DR Horton 14EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: AB Wgt: 211.4 Ibs / .. 05/291,2018
ii
co
1=3XV
3�
7' 12'6"4 19'4" 21' 26'1"12 31'8" 38'8"
7' N 4 6'9"12 1'8" 5'1"12 5'6"4 T
=6X8 1114X4 =5X6 =6X8 =6X6
12 C—rYr(t D TC2 E F G TC3 H
-"qq
=01111111�
Q P O N M R 'L K I
612X4 =5X6 =H0308 =6X12 =H0308 =5X6 192X4
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
264" 12'4"
610°4 + 54" +19"1Z 6 + 5a^ +1s^1 + s1o^a +1�
6'10°4 12'2°4 14' 19'4" 24'8° 26'5"1 31'9"12 38'8"
li
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 D 999 240
B 1764 1813 1- 1- ! - / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 D 999 180
R 4125 11842 / - / - ! - 18.0'
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 N - -
1 228 / 128 / - / - /- / 810'
HORZ(TL): 0.083 N - -
Des Ld: 37.00 EXP: CMean
Wind reactions based on MWFRS
Height: 15.00 ft
9 Code / Misc Criteria CreepFactor. 2.0
0
Noffit:
B Min Brg Width Req = 2.1
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0-764
2. P
R Min Brg Width Req = 4.9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.875
I Min Brg Width Req = 1.5
Bearings B, R, & I are a rigid surtace.
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0-729
Bearings B, R, & I require a seat plate.
Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber:
I
GCpi: 0.18 Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens! Comp.
Lumber
1
A - B 27 F - G 48
-1937
To chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
P
B - C 1494 - 3272 G - H 1884 - 837
272 II
Bot chord 2x4 SP #1
C - D 1505 -3364 H - I 256, -151
Webs 2x4 SP #3 :W4 2x4 SP #1:
D - E 878 -1948 1- J 27 -20
Bracing
E - F 878 -1948
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
Same& better,AllIpt
Maximum trot Chord Forces Per Ply (11,111)
Chords Tens.Comp. Chords Tens � Comp-
aBox species
memberttached SR3 grade
�
;
aweb
with Gun m n. Ir, �
@ 6" oc. qXr ' , '
B - Q 2857 -1281 N - M 713 -1657
Q - P 2832 -1276 M - L 713 -1657
Plating Notes *°w '
P - O 3367 -1527 L - K 90 -191
' r
O - N 3367 -1527 K - 1 84 -163
(••) 1 plate(s) require special positioning. Refer to 1
40tN7
scaled plate plot details for special positioning
�
requirements.
Maximum Web Forces Per PI Ibs
y ( )
Webs Tens.Comp. Webs Ten ,!IComp-
Loading .. a
Q C 611 -117 N - G 4041 -1783
#1 hip supports 7-0-0 jacks with no webs. . -
STPTE "OF,C
- P 639 -275 G - L 1476-2694
Wind e
P - D 286 -62 L - H 90b -2042
Wind loads and reactions based on MWFRS. �e'
D - N 728 -1590 H - K 666, -147
E-N 646 -797
40 015A38I•F 55 81. BO 8B 71F48 00 992E 95 FB
Thu Itam5�sts Pxcartclet3r .: rSgnvd uabdby Ma 7kiartt�ec: ;
'PE (a. Lk.04711121 tome a S;m«l
atthen�3ra.t3x aair.
�
esrmtedc iar t}d?s dommr rsta vot ae3x6wad% apwd=d=Iad
and t1w z..91b"i atxft$16n 3A H*vLBi¢tatF3t bClaiif'ir,'.{.cnwWdatmtMz
capim ,
*"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handlin shi ping, installing and bracing. -Refer to and follow the latest edition of
Safety Information, by TPI SBCA) foi ety to these functions. Installers shall provide
BCSI (Building
temporar�
Componen� and sa practices prior performing
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingA and bottom chord shall
have a propper y erV
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing mslalled per BCSI sections B3, B7 or 610, o1n rDntrtrS xtr
Apply to each face of truss and as shown above and on the Joinf Details, unless noted otherv✓ise. f2efer to 1
as applicable. plates position
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ -
listing this drawing, indicates acceptance of profession 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 ANSI1TP11 Sec.2.
Job Nu "ber: 36CS00063 Ply: 1 SEQN: 667782 / T23 ! SPEC
4EAB pia "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: RS DRW:
Truss 'bel: A8G Wgt 208.6 lbs / ... 05129/2018
q
16'6"5
2-10-1
7' 1110"15 1r 3'7_;1 i 21' 26'4" 29' 33'6"12 38'8"
` 7' ♦• 4'10"1s ire"11 r a's^71 Sa' f 2'6" a6^12 T 51^a
TT
r
,N m
� p
TCLL:
TCDL:
BCLL:
BCDL',
Des U
NCBC
Soffit
Load I
Spacir
Lumb
Top ct
Bot ch
Webs
BrachI
(a) Cd
memb
web
attacf�
@ 6"
=5X6
-5X8 m4X4 m3X6 a5X6
T
12
C D E F
G H
I}
6
J
:6(A2)8
A
K=3X8(A1)
L
T
P N
�3X4(••) 1114X04(R)
a6X8 U O 3X6 = XB
SEAT PLATE REQ.
SEAT PI,Q09ERE 3LATERHAATE REQ.
SEAT PLATE REQ.
4W
12'8"
'fll1
21'
1' 7'1"12
4'5"4 4'2"13
+ f
4'9"3 i_ 5'2"4 �"12 i
T 168" r
918"
7'1"12
117" 183
21' 26'2"4
24
38'8"
Criteria (psi}
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C
37.00
Mean Height: 15.00 ft
: 10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.87 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
2x4 SP #1
2x4 SP #1
SP #3
iuous lateral restraint equally spaced on
Or 1x4'T" reinforcement. 80% length of
fiber. Same species & SRB grade or better,
With 8d Box or Gun (0.113"x2.5",min.)nails
Special
Loads
---(
, mber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC:
rom 56 plf at -1.00 to 56 pif at 7.00
TC:
,rom 28 pif at 7.00 to 28 pif at 19.06
TC:
rom 56 pif at 19.06 to 56 pif at 39.67
BC:
rom 4 pif at -1.00 to 4 pif at 0.00
BC:
=,rom 20 pif at 0.00 to 20 plf at 7.03
BC:
rom 10 pif at 7.03 to 10 pif at 19.06
BC:
rom 20 pff at 19.06 to 20 pif at 38.67
BC.rom
4 plf at 38.67 to 4 plf at 39.67
1171
TC:200
fib Conc. Load at 7.03
TC:
fib Conc. Load at 9.06,11.06,13.06,15.06
17.06,
TC:
174 fib Conc. Load at 19.06
BC:
513 lb Conc. Load at 7.03
BC:
127lb Conc. Load at 9.06,11.06,13.06,15.06
119.06
171
Windlloads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in Ioc Udell U#
VERT(LL): 0.083 S 999 240
VERT(TL): 0.242 S 999 180
HORZ(LL): 0.031 P - -
HORZ(TL): 0,058 P - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.659
TPI Std: 2014
Max BC CSI: 0.614
Rep Factors Used: Yes
Max Web CSI: 0.984
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
Plating Notes
All plates are 2X4 except as noted.
(••) 1 plates) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
♦Maximum Reactions (Ibs), or•=PLF
Loc R / U / Rw / Rh / RL / W
B 1506 /736 !- /- /- /8.0
P 3051 11518 /- /- /- /8.0
P• 24 /2 /12 /- /- /52.0
U 273 1171 /- /- /- /8.0
K 381 /169 /- /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
P Min Brg Width Req = 3.6
P Min Brg Width Req = -
U Min Brg Width Req = 1.5
K Min Brg Width 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
414'r _
`41
Maximum Bot Chord Forces Per Ply (Ibs)
No 047102
e
Chords Tens.Comp.
Chords
Tens. Comp_
e
B-T 2317 -1110
P-0
657 -116B
T - S 2345 -1116
O - N
323 - 576
S - R 2184 -1059
N - M
323 - 576
e
R-Q 2184 -1059
M-K
272 -101
Q-P 904 -411
40 01 SA38 FF 55 91 BO BB 7F+4E 00 99 2EB5 FB
Tiro hamt"Jbc aledrwks4y Aped andw-alnd by 3eE m.1 Gnarttn",
'K(FL, ticaarsitztcn th¢ dxtsshewa sbsrna ag a 5N$l
ar'•edicrr".catt�s¢odu,
asnted avinsaiafis drxEaama= not =zl6wadl eam d=Ind
snd Sh�:.T„MA•2 as9Stenfata4i�x ends rf:.E sie rosdflr! �¢ �v�dcctrarb
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 DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qguire extreme care in fabricatingg handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
f Safety Information, bV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSL Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
Aid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
''e._ Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
a division of
any
its drawing,any failure to build the
on this drawing or cover page
re design shown. The suitability
aney,
nnjY.wentS; llr
D
Job Number: 36CS00063 Ply: 1 SEQN: 667777 / T18 / COMN
4EAS Aria "C" /DR Horton /4EAB Aria "C" Qty: 3 FROM: AH DRW:
Truss Label: 131 1 Wgt:93.8 Ibs / ... 05/24/2018
M
N
rn
t 45
64"8 9'8" 12'11"8 + 18,
6'4"8 3'3"8 3'3"8 48
SEAT PLATE REQ.
12'8"
D=5X6
1113X10(E5)
T
,ir
SEAT PLATE REQ. SEAT PLATE REQ.
5'4"
1, 6'2"12 i3'5"4 2'4" 1'1"4 4'1012
6'2"12 9'8" 12' 131" 18'
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 foe Udefl U#
Loc R / U / Rw / Rh / RL / W.
B 618 / 296 / 379 /- / 194 / 8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): -0.036 F 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0:046 F 999 180
1 438 / 153 1300 10 / 0 / 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.022 F - -
L 366 / 195 1233 1- /- / 8.l)
Des Ld: 37.00
EXP: C
0.024 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ItHORZ(TL):
TCDL: 4.2 psf
Creep Factor. 2.0
B Min Br 9 Width Re q 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.395
1 Min Br Width Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.292
L Min Brg Width Rea ni 1.5
Bearings B, i, & L are a rigid surface. 1
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.180
Bearings B, I, & L require a 'seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Wind Duration: 1.60
Plate Type(s):
WAVE
Maximum Top Chord Forces Per Ply lb,
1 1
VIEW Ver: 17.02.02.1208.15
Lumber
Top chord 2x4 SP #1
Bet chord 2x4 SP #1
Webs 2x4 SP 93
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Wind
Member design based on both MWFRS and C&C
Chords Tens.Comp. Chords Ten,
i
A-B 27 0 D-E 6E
B-C 818 -807 E-F 6(
C-D 648 -454 F-G 61
Maximum Bet Chord Forces Per Ply
Chords Tens.Comp. Chords TE
B-K 661 -658 I-H
K - J 658 - 657 H - G
J - 1 309 - 406
F
WII
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp. Webs Tens'.
ii
K - C
234 -44 J - E 227
C - J
495 -420 E - H 32
rm
D - J
226 - 393
4001SA38FF5083.BOBB7F 00992E85FB
Si'i'li itCi.WiY#�CCR fi{Lt5C9,°fiiC;ID�.g'T�t^ ICf3.SS� tiCdldt{ �y 6dfi3%123 tdLlfttitF3,
PE (FL ttc.047182( M thedata shown abem tr_dng a SHd B
aasihant�atataaffi.
ribted c>.pw01thu dots AA mot .need%gna:3and=lad
and tl�.Z.a«3 zsAhentfsatamvsad* anv.t iotardfiad on amydatrarh
ruylnx:
-447
- 378
-418
- 813
-400
-136
-309
"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) for safety practices prior to performing these functions. Installers shall provide temporary
[plrCjt
bracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, nr r9drtnts xte
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to !
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildincg�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 handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of pro essiona 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 ANSIITPI 1 Sec.2.
;: r mnro infnnnofinn — thi. inh'. nono.al onto. nano 1 th—wah.ff r At PINE wow alma. ruin- TPI• wow Inin.t n RRr:A• www.hrindtjdm m 1M wow irr_cafr2.nm
Job N hrber 36CS00063 Ply: 1 SEQN: 667733 / T17 / GABL
4EAB II,i "a "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Wbel: B2GE Wgt: 119.0lbs .. / ... 05/29/2018
91
N
N
T
Loadiri'g Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL 10.00
Des L 'i 37.00
NCBC .I L: 10.00
Soffit: � 2.00
Load uration:1.25
Soaci 'a: 24.0 "
Top c ord 2x4 SP #1
Bot ch rd 2x4 SP #1
Webs 2x4 SP #3
9W
9'8"
19'4"
9'8"
{� 1'8" -+ 1'4" -{
(TYP)
1 =4X4
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Platin Notes
All pa
es are 2X4 except as noted.
lWind
Member design based on both MWFRS and C&C.
Additional Notes
See DOO/GS A16015ENC101014 & GBLLETIN1014 for
gable °'nd bracing and other requirements.
19'4"
'm2X4(A1)
19'4"
19'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
1 W
Pf. NA Ce: NA
VERT(LL): -0.023 S 999 240
B. 91 / 39 / 53 1- / 16
/ 156
Lu: NA Cs: NA
VERT(TL): 0.052 S 999 180
P* 168 191 / 121 /- /-
124.0
Snow Duration: NA
HORZ(LL): 0.016 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.020 M - -
B Min Brg Width Req = -
Code / Misc Criteria
Creep Factor. 2.0
P Min Brg Width Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.157
Bearings B & Q are a rigid surface.
TPI Sid: 2014
Max BC CSI: 0.130
Rep Factors Used: Yes
Max Web CSI: 0.106
Maximum Top Chord Forces Per Ply (lbs)
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
Plate Type(s):
A - B 27 0 1-1
384
-85
WAVE
VIEW Ver: 17.02.02.1208.15
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
STATF, Of
40 01 SA39 FF 55 8180 $B 7F4900 99 2E 95 F0
:r�.(rS..lii:.�4�i�}attst�c�a3rsfn'suaaa64ro�sr�ag�sx�i
asarC;caasrs�r..
tndcuyk eisa�.as^.s�-$zare notces.ei! Wsi:�a�d
mac ft P%1 e e tMftMs a rla_t:bgva7fw Ca as dedfflnk...
r 'kt:
Maximum Bot Chord Forces Per Ply (lbs)
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
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C -AC
112
- 55
V - J
145
- 28
D -AB
107
- 75
U - K
282
-198
E -AA
99
- 73
T - L
70
- 31
F - Z
100
-73
S - M
66
-25
G - Y
154
- 74
R - N
86
- 27
H - X
187
- 82
Q - O
323
' -189
I - W
40
- 242
**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
Safety Information, by TPI anr7'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 sheathing and bottom chord shall have a progeny
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
le. Apply pate.' to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
1fPl 1; orfor M
acceptance r
any structure
ral notes oaae and
failure to build the
g or cover pa e
m. The sui bihty
ether.
dr/xr�terrrs,ur
Job Number: 36CS00063 Ply: 1 SEQN: 667734 ! T9 / GABL
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: C1GE Wgt:43.4lbs / _.. 05/29/2018
4'2"
4'2"
1'6" --{-1'4" --{
(n'P)
T 12
6 F:-,- D
8'4"
4'2"
E=4X4
F
rb C G
N
1-2X4(A1)B H-2X4(A1)
rl
4'3 A I
N M L K J
SEAT PLATE REQ. SEAT PLATE REQ.
8'4"
u
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#
LOG R / U / Rw / Rh / RL
! W
TCDL: 7.00
Speed: 160 mph
PE NA Ce: NA
VERT(LL): -0.018 K 999 240
B 375 / 173 / 251 / - 1118
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.021 M 999 180
H 375 1173 / 251 ! - / -
18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.009 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.009 D - -
B Min Big Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Cree Factor. 2.0
p
H Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.227
Bearings B & H are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.123
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.058
I
Loc. from endwall: Any
FT/RT:20 0
()l10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Chords Tens.Comp. Chords
Ply lb
Tens
9.1
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 E - F
573
Lumber
B - C 499 - 386 F - G.
591j
C - D 530 - 368 G - H
500
Top chord 2x4 SP #1
D - E 573 -349 H -1
27
Bot chord 21(4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibi
Plating Notes
Chords Tens.Comp. Chords
Tens
All plates are 2X4 except as noted.
B - N 316 -282 L - K
313
Wind
()
N-M 315 -276 K-J
315,
M - L 313 -272 J - H
316
Member design based on both MWFRS and C&C.
Additional Notes
��
wt
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Com Gables
p'
Tens.
See DWGS A16015ENC101014
& GBLLETIN1014 for
ft ,
gable wind bracing and
other requirements.'
' s _
C - N 91 -15 K - F
1f8
.:
D-M 148 -36 J-G
91
E - L 152 -237
OF
�w
v�.rwsa.yw ..
40 015A 38 ff 55 8180 BB W 48 00 99 2E135 F8
S}{t 90arseiwtsivetts t:k(:.�ncdzn:9:¢atvdhy Marelae�s;.
-349
-368
-386
0
-272
-278
-285
-36
-15
&�(k1..t&.44rSa2.lan thadz&:.aha�raalaa�erdngaSNAi '
x-thectictxfse�coie. �
4hiatsdcrr�taa ¢.isF�s dMumer zu not cwmj&aed sfgmwgi2nd s lad
zxsb the iin3 ert;cttkascafa resat ha xadibd rn asz��actra
tra�iaa.
**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 handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component- Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide tempora r;ne
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, ppr WnCrrr3, ua
as applicable. Apply plates to each faceof truss and position as shown above and on the Joint- Details, unless noted otherwise. k fer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI fPI 1, or for handlingf shipping, installation and bracing of hvsses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro essional 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 ANS11TPI 1 Sec.2.
For more information see this'ob's eneral notes a e and these web sites, ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.icsafe.o
Job NuTber: 36CS00063 Ply: 1 SEQN: 667735 / T20 / VAL
4EAB la "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW: / ... 05/29/2018
Truss label: MV1 Wgt: 16.8 Ibs
Loadin
Criteria (psf)
Wind Criteria
TCLL: 1
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
Des L
NCB :
: 37.00
L: 10.00
Mean Height: 15.00 It
I
TCDL: 4.2 psf
Soffit:
2.00
BCDL: 5.0 psf
Load
iuration: 1.25
"
MWFRS Parallel Dist: 0 to h/2
Spaci
g: 24.0
C&C Dist a: 3.00 it
Loc. from endwall: Any
bCpi: 0.18
Wind Duration: 1.60
Top cl), prd 2x4 SP #1
Bet ct and 2x4 SP #1
Webs 2x4 SP 93
Wind
Memt er design based on both MWFRS and C&C.
Right and vertical exposed to wind pressure.
Deflec tion meets U240.
Addit onal Notes
See WG VAL160101014 for valley details.
R
4'3"8
T
1
4'3"8 J
4'3"8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Defl/CSI Criteria
PP Deflection in foe Udefl U#
♦ Maximum Reactions (Ibs), or `=PLF
Loc R / U / Rw / Rh / RL / W
D• 75 128 / 52 /- / 26 / 51.5
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ.(LL): -0.008 C - -
D Min Brg Width Req = -
HORZ(TL): 0.009 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.274
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.232
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.184
A - B 39 -172
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
1 VIEW Ver: 17.02.02.1208.15
A - C 278 - 33
No o47182
m �
STATE OF
4001SA38FF5881BOBB7F4800992E85175
a}sits ItamAvsb usmkctraas j mnd'znd a lod by Mar..1N?ar1h=,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 297 - 98
FS(FL. Lk.0471921 tttcdateshawrs abate w.3ng a SiMl
aL"�4CXiCiG".xCA ecda.
s'Y�tcd c��ratzfds doa:�ssa aim mat craddz^sad Yt�maz'and smalad
and tfn SHA.tt sr24ramtmYazxv'iemr sE La zdfisd rn mp dectmnt
cwlat.
"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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary aney
brac! g per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly
attacF�ed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or �10, omtrertts u
as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. kefer to t
drawings 160A-Z for standard plate positions.
Alpin a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss n conformance with ANSI
1, or for handling, shipping, installation and bracing of trvsses.A seal on this drawing or cover page.
listin this drawingg indicates acceptance of pro essional 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 ANSIITPI 1 Sec.2.
For mode information see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloinefw.com: TPI: www.minst.om: SBCA www.sbcindustrv.com: ICC: www.iccsafe.om
r
1
Job Number: 36CS00063 Ply: 1 SEQN: 667736 / T21 / VAL
4EAB Aria "C" /DR Horton 14EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV2 Wgt 14.0lbs I ... 05/29/201B
Loading Criteria (pst)
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
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 it
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
Additional Notes
See DWG VAL160101014 for valley details.
12
6 B
1112X4
i 2'3"8
T
1
2'3"8
2'3"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL 1W,
Pf: NA Ce: NA
VERT(LL): NA
D* 75 123 / 49 / - / 15 127.5
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.001 C - -
D Min Brg Width Req
HORZ(TL): 0.001 C - -
Bearing D is a rigid surface.
Code I Misc Criteria
Creep Factor. 2.0
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.051
Maximum Top Chord Forces Per Ply (lbs)
TPI Sid: 2D14
Max BC CSI: 0.062
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.045
A - B 19 -55
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (lbs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
A-C 115 -7
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B-C 124 -48 1
*
0
40 01 SA38 FF 58 81 S0138 7F48 00 99 2E 85 FB
ihtr Itemhsisfretytsk .psd�aed a aadwakdby rAxu.AWrttams,
.01. Us.B4n52tM the da-eaw a abaft irAmg a 5N,41
actlsmrUesssx3m.
Ea�acdcc��:mSttastlrr..w•�rumnutca-aAdmd v�nadanas�alad
and Clam 5t9tirias»t#enr,;,o»:waem8ceatn[raectif9�J ss sa:�dQct�rsk
r�lms:.
**WARNING** READ AND FOLLOW ALL NOTES ON THI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS
a division of
ivi i,orrorn
acceptance
any structure
rat nnt— nano am
as shown above and on
ING THE INSTALLERS
to and follow the latest edition of BCSI (Building
se functions. Installers shall provide temporary
ieathing and bottom chord shall have a propperly
Dingg installed per BCSI sections B3, B7 or 810,
)in Details, unless noted otherwise. (Zefer to
elation from this drawing,any failure to build the
jsses.A seal on this drawing or cover page_
r solely forth 02siign shown. The surtabrhty
aney
o:mjr#nents, at
Job Nu�ttber: 36CS00063 Ply: 1 SEQN: 667738 ! T15 / EJAC
4EAB 'a "C" /DR Horton /4EAB Aria "C" City: 20 FROM: AH DRW.
Truss Label: EJ7 Wgt 23.8 Ibs / ... 05/29/2018
C
SEAT PLATE REQ.
7' -
7'
-1
Loadi
°g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: !
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL
7.00
Speed: 160 mph
PE NA Ce: NA
VERT(LL): NA
B 336 / 117 1259 / - / 173 / 8.0
BCLL:'1
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 / 20 1101 ! - ! - / 1.5
BCDL'j
10.00
Risk Category: It
Snow Duration: NA
HORZ(LL): -0,027 D -
C 171 / 133 191 1- ! - / 1.5
Des L
: 37.00
EXP: C
HORZ L 0.029 D -
(T )
Wind reactions based on MWFRS
NCBCt
L: 1D.00
Mean Height: 15.00 it
Code! Misc Criteria
Creep Factor. 2.0
B Min Br Width Re 1.5
9 q
Soffd:
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.880
D Min Big Width Req = -
Load
uration: 1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.520
C Min Big Width Req = -
Bearing B a rigid surface.
S acid
P
9� 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
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. Chords Tens. Comp.
Lumb"r
Top c
ord 2x4 SP #1
A- B 27 0 B- C 77 -230
Bot ot
ord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Memt
6r design based on both MWFRS and C&C.
B - D 0 0
0
STATE
40 015A 38 EF 50 8180 80 7F 48 00 99 2E 95 FB
*,u hemiria b ten eladr pz%nad m4r &almdW raauml raartzcr,
PE (EL. Lie."7ta21 an thedittz aAacen ate wig a SRA3 l
mssilter�a.a�aazuda.
hard 4ml, afxtda da tmtm not ca W&ffed signed mnd.salad
and th4F;fRl av%h ti� *Mc cat.MI bt Wdf4d a% Wfd"trnrk-
C.0—
*"WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comp nenf Safety Information, by TPI and'SBCA) or safety practices prior to performing these functions. Installers shall provide temporary �rrrey
bra cin per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attach d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nar :vn�nts, Air
as appiicab5le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to F,
drawi gs 160A-Z for standard plate positions.
Alpine f a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss i. conformance with ANSI! fPI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listin jthis drawing indicates acceptance of pro essional 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.
Job Number: 36CS00063 Ply: 1 SEQN: 667739 / T16 / EJAC
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: EJ7A Wgt 21.0 Ibs / .. 05129/201B
T
2X4(A'
SEAT PLATE REQ:
B
f
7'
'1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
A 270 179 / 188 / - / 151 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 128 / 21 / 104 / - /- / 1'.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.031 C -
B 174 / 135 / 95 / - IF- / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.033 C - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 It
Code / Misc Criteria
Creep Factor: 2.0
A Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.89E
C Min Br Width Re
g q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.580
B Min Brg Width Req = -
Bearing A is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing A requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
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
A B 78 232
Top chord 2x4 SP #1
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
" . ...
No 2 `0 STATE OF
a
40 01 SASB FF 55581 ED 85 7F48 00 99 2E95 FB
Etfs item Ras bean alarly is na$'mad msaladby Mate-3%earthira,
FEtri.. Lk.=71E2! ae me daWdween abon Wns a WWI
ati�henCxataxcs¢csda.
PWaeed capielafthk dmLr_1=Aare r,01, CUTWIksad AVWd and Mbd
antdsm SWAA,x1heA&ZfirW00denur ba mtrifDd M any ete Mek
CMlac.
""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, handiing shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI and SBCA) fc safety practices prior to performing these functions. Installers shall provide temposrryy eYrlEy
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, our yfrita ur
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to it
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents 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 rawing or cover pa e_
listing this drawing indicates acceptance of pprofessionall 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.
Jab Nu
° ber: 36CS00063
Ply: 1
SEQN: 667740 ! T12 / JACK
4EAB A
a "C" /DR Horton MEAB Aria "C"
Qty: 6
FROM: AH
DRW:
TrussLabel:
BJ5
Wgt: 16.8 Ibs
/ ... 05/29/201 B
C
12
6
I ch
o LO
X_
[V
C+')
I
2X4(A1) B
T
A
D
f
SEAT PLATE REQ.
1 � 5' �l
5'
Load'
;I
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/# Loc R / U / Rw / Rh / RL 1 W
TCDL:
7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 263 196 1208 / - / 129 18.0
BCLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 ! - / - / 1.5
BCDL:
10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.012 D - - C 119 / 93 / 62 / - / - / 1.5
Des Ld
NCBC
EXP: C HORZ 0.012 D - - Wind reactions based on MWFRS
37.00 ( )TL=
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5
L: 10.00
Soffit:
TCDL: 4.2 psf D Min Br Width Re -
i 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.483 g q -
P C Min Brg Width Req = -
Load D
Spacin
ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.277
�: 24.0 " C&C Dist Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
3.00 ft P
a: Bearing B requires a seat plate.
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
j Wind Duration: 1.60 WAVE VIEWVer: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp.
A-B 27 0 B-C 53 -179
2x4 SP #1
Lumber,
Top chird
Bot ch
td 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Membe
design based on both MWFRS and C&C. B - D 0 0
01
A up
•.
ift No I
..
WA
VA
' STATE
4001SA38FF5691BOB87F4800992E,95 FB
� at�tc itarsc3iza3�cess ak�zka�gz3�sd;s�a1As+'2ry FAax�x�t Marttne�,
&� „�. liti:.�'7iarr12r8 da'4`�tkswfEa�.'¢'sffi a�dwg a54#Ai
aL?.icriYta-"sea..
tcd esd d«va�sza nucc�st�d sf�sr���� *.�ai�rf
and #t�an'A aawA%sen7sa4acadams�sEl�a^�rir�ltamgeAcctrmr,%
; a alas:
**WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Compo
require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
en[ Safety Information, by TPI 'SBCA)1oi to these functions. Installers temporary
bracing
and safety practices prior performing shall provide fr/rey,
er BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache
friggid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63, B7 or 610, ori� �anznts,rz
as appli
drawing
ble. Appty plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to t
11 for standard plate positions.
Alpine,
truss in
(division of ITW Buildin Components Group Inc. shall not be responsible far any deviation from this drawin any failure to build the
ANSI PI 1, for handlingf installation bracing trusses.A this drrawing
listing t
_nformance with or shipping, and of seal on or cover page_ .
'is drawingg indicates acceptance of or) essiona engineering responsibility solely for the design shown. The su" bility
this for is fhe the Designer
and us
, of drawing any structure responsibility of Building per ANSI/TPI 7 Sec.2.
For more !
'formation see this'oVs general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.Iccsale.orcI
Job Number: " C 3 RS749 / T13 /JACK
Horton MEAB Aria "C" I 1FROM: AH 4EAB AriaDRW /
Truss Label: BJ3 Wat2.6 Ibs 05/2912018
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
AI
12
6
M
O
LO
2X4(A1) B
M
N
1 AC
D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
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 endwalt Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): 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 Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
40 01 5A 38<FF558180BB7F4900992E85FB
S &itaet dtsaibeen eb c4, 'v tad afisi by Lftwal WrtlAca;
(Ft..Li:.���E�irinE��EaSe;xluseanaav�ing�5&i�.-3
tsentaa:sacrn9a,
�s�raeict�rt�xexfct� sfavr:ara nseatx�d ��ad ssalcd
asab lfic:�'��'s 5 zsRlceat4sa9��as�z9ern�[:3as. v�r8fuwc asr{€3tatmra�
as�tns..
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 193 176 / 162 / - / 86 / 8.0
D 51 /6 /41 /- /- /1'5
C 64 /51 /30 1- 1- /l5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Plyl(lbs)
Chords Tens.Comp. Chords Te(is. Comp.
A-B 27 0 B-C I29 -105
Maximum Bot Chord Forces Per Ply
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 reqquire 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) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYy rfrre(�,
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 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to cJnJu?ttPtrts iaz
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I..
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 drawingg indicates acceptance of pprofession engineering responsibtlity 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 iob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI:, www.tpirist.o : SBCA www.sbcindu .com; ICC: www.iccsafe.org
Job NuTber.
36CS00063
Ply: 1
SEQN: 6677471 T14 / JACK
4EAB
a "C" /DR Horton MEAB Aria "C"
Qty: 6
FROM: AH
DRW:
Truss
tlabel: BJ1
Wgt: 11.2lbs
/ ... 05/2912018
I
12
6 � C
B -CYF) T
=2X4 Al
o tO
A c�
D
SEAT PLATE REQ.
I ,
Loadit
g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs)
TCLL:
20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W
TCDL:
7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 150 177 1 145 I - 142 18.0
BCLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 /- /- 11.5
BCDL:
10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - / 1.5
Des Ldi
EXP: C L 0.000 D - Wind reactions based on MWFRS
37.00 HORZ (T Y
NCBC
Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5
L: 10.00 TCDL: 4.2
Soffit:
psf D Min Brg Width Req =
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.145 C Min Brg Width Req =
LoadDuration:
Spaci
1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.016
Bearing B is a rigid surface.
24.0 " Rep Factors Used: Yes Max Web CSI: 0.000
g: C&C Dist a: 3.00 it Bearing B requires a seat plate.
11 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
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. Chords Tens. Comp.
°r
II A-B 27 0 B-C 28 -19
'ord 2x4 SP #1
Lumb
Top c
Bot ch
ird 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Memb'
r design based on both MWFRS and C&C. B - D 0 0
ofk
STATEOF '
40 015A38 FF 50 81BOBB 7F4& 00 99 2E 85 FB
*,k Ilan iras bt M .Ssa,atadby #.Uses.§ Marttaea;
PE (A, LL. C473B21 *n via data, a mwa abaw was a SHA•1
authan>;satPsaa rria.
P tad ccpkiafatd:-s eim_=s tam matcearidarad sstad=d=lad
mrrd lha�..ad an3hamt�rRuxar�le emxst 3aa mgdf's�rao asrydastmr�
car!as.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss
Comp�nenf
require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ttsey
bracing
attache
as app
er BCSI. Unless noted ctherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
c rggld ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B1D, oltr ncrttS ur
icable. Apply plates to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. hefer to
drawin
position
s 160A-Z for standard plate positions.
Alpine,ja
division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
(conformance -PI
truss i
listing
with ANSI( 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover pa� ge_ ,
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suttability
this for
and u
e of drawing any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more
infonnation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www, inst.o ; SBCP: www.sbcindu .com; IM wwmiccsafe.or
Job Number: 36CS00063 I Ply: 1 I SEQN: 667743 / T25 /HIP_
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 FROM: AH [ODRW:
Truss Label: CJ7 Wgt: 42.0 Ibs / .. 05/29/2018
T
i
L 6,3" WIWI i
r 6'3" 37"
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: If
EXP: C
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
Bet chord 2x4 SP #1
Webs 2x4 SP 93
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to
55 plf at 0.00
TC: From 2 plf at 0.00 to
2 plf at 9.84
BC: From 0 pit 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 Cone. Load at 1.41
TC: 128 lb Cone. Load at 4.24
TC: 238lb Cone. Load at 7.07
BC: 23 lb Cone. 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.
L
6'1 "4 3 2" i 6"1
6'1"4 + 9'3"4 9.101
Snow Criteria (Pg,Pf in P5F)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in [or, Udell U#
Loc R / U / Rw / Rh / RL / W
B 330 / 208 ! - /- / - / 10.6
Pf. NA Ce: NA
VERT(LL): 0.015 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.041 G 999 180
E 365 1175 / - / 0 / 0 11.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - / - / - / 1.5
HORZ(TL): 0.008 F - -
Creep Factor. 2.0
Wind reactions based on MWFRS 1
B Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.219
E Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.297
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
40 01 5A38 FF 5B 81 BO BB 7F 48 00 99 2E95 FR
zfttItem hmbetIIeFea ,dpiIdasd=fadbyrt8mAlKortamr,
PE(n.,Lk.r47182tasra SHA-1
as'4ti CFit$ia33i6Y iL"da.
tcd rs i¢safd sd Er>erat avtcass1&=dsipv6 nd i¢d
awE ttac.S:x.�1 a�Rhen�wSkvtseC¢ n�xst �rifs�l-a� sszydcch¢r3�
re�l¢s:
Maximum Sot 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 Tenls., Camp.
I
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
uire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an � SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oiherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to
50A-Z for standard plate positions.
a division of
any
its drawing,any failure to build the
on this drawing or cover page_
ie design shown. The suitability
rPi 1 Sec.2.
criley
d11Y jWTlpritS,. ur
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 140
Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00
Ori 120 moh Wind Sneed. 15' Mean Heinht. Partially Enclosed. Excosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) ix4 'L' Brace r
(1) 2x4 'L' Brace w
(2) 2x4 'L' Bracer
(1) 2x6 'L' Brace Ir
(2) 2x6 'L' Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
12, e'
14' 0'
140'
-
S P F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14, 0'
Q
H P
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 111
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0' 1
6' 8'
6' 11'
7' 10'
8' 2• 1
9' 4'
9' e'
12' 4'
12' 9'
14' 0'
14' 0'
-
S P
#2
3' 10,
6' 7'
6' 10'
7' 9'
8' V
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10' 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
�-%
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
111 0'
13' 11'
14' 0'
14' 0'
14' 0'
_
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
U
u
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
fl P
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10, 10,
12, 8'
13' 7'
14' 0'
14' 0'
QJ
#1
4' 7'
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'
7' 6'
7' 9'
9' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' S'
6' 10'
8' 6'
9' 1'
1016,
10' 11'
13' 4'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, Il'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
11' 10•
12' 7'
14' 0'
14' 0'
0
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
ID' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
8' 5'
1 9' 8'
10' W
ill 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
u'
U
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
H F-
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
5' 1'
8' 5'
8' 8'
9' 11'
10, 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
i
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
able Truss '
Diagonal brace option- T(M
vertical length nay be
doubled when diagonal 18
brace Is used. Connect L
diagonal brace for 60011 'L' at each end, Max web Bracetotal length Is 14'. 2x6 DF-L #2 orTbetter diagonal IVertical length shown bracel singleIn table above. or double cut
45• <as shown) at L
upper end.
' ontAnuous Benring ,�+1+ 1111 11Itr
Connect diagona at tit p�
midpoint of vertical web. Refer to chart above for _ pl 6 1,W I
-VARNI)MINN READ AND FOLLOV ALL N= ON THIS DRAWING '
..INpORTANTwe rIRMSH THIS WAVDIG TO ALL CMfTRACMRS Otd.UDING THE D+STALLERS. Q� �GEi11s .
Trusses require extreme care in Fabricating, hnnd0ngI-shipping, InstalOnp and bracing. Referl.-to and
folio. the latest eWtion of HCSI (Hu4ding Component 21'ety Information, by TPI and SBCA) foN..safety "
practices prior to performing these functions. Installers shall P-vxle temi-ry broGng �Lt S��
Unless noted otherwise, top chord shall have property attached structural sheathing oral i oBC`
shall have a properly attached rigid ceiUno. Locations Sham For permanent lateral restraint of rebs
O shall have bracing Installed per SCSI sections 43, 137 or 1110, as nZicably. Apply plates to each face
dof truss and position as shown above and on the udnt Details, un ers notetl otherwse. 'Q">�- OF
LPL Refer to drawinos 16OA-Z for atondard plot. p-Itbns.%` 63f'
Alpine, a division of ITV Building Components Group inc shall not be responsible For aarrtyry deviation from n !
AN 1IW COMPANY this drawing, any foilure to build the truss In conformance with ANSI/TP1 1, or for horxg g, shipping, Pi e
installation 6 b-1.0 of trusser.
VIM Lakefront Drive Ifor any structure is the respo�elty oP the DA tq DedgAMMI per AMI I Set, c
Earth City, MO 83048 For more InFornatbn see this Jab'n general notes page and these web
ALPINE, wrw,oioireltwcom, TPI, wrr.Lpinrt"a) S;Al www.sbCI du.try.arQj Im rw
El
Bracing Group Species and Grades)
Group At
S ruce-Pine-Fir Hen -Fir
#1 / #2 Standard I Stud
#3 Stud #3 Standard
Douglas Flr-Larch Southern Plnemxw
#3 03
Stud Stud
Standard Standard
Group BI
Hen-Flr
#1 & Btr
#1
Do las Fir -Lurch Southern Pinewrw
#1 #1
#2 #2
ix4 Braces shall be SRB (Stress -Rated Board>.
xwFor ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values maybe used with these , es.11
Gable Truss Detail Notes)
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plF over
continuous bearing (5 psf TC Dead Load).
Gable end supports toad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) malls.
)K For (1) 'L' brace, space nails at 2' o.c.
In 18' end zones and 4' C. between zones.
)K)KFor, (2) 'L' braces- space nails at 3' o,c,
In IS' end zones and 6' O.C. between zones.
bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No S lice
Less than 4' 0' 2X3
Greater than 4' 0', but 3X4
less than il' 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 detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
MAX, TOT, LD, 60 PSF
MAX, SPACING 24,0'
Gable_Stud__Reinfor_c.e_r-ent__D.etaiI-
ASCE 7-10: 160 Mph Wind Speed, 30'-Mean Height, —Enclosed; Exposure C- Kzt=-1;00-
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOD
Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 120 moh Wind Soeed, 30' Mean Heioht, Partially Enclosed, Exposure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species IGrade
No
Braces
(1) ix4 'L' Brace Ai
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
e' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
-
S P f
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
Il' 11'
13' 7'
14' 0'
P
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 11'
13' 7'
14' 0'
Q
Standard
3' 6'
4' 7'
4' It'
6' 2'
6' 7'
8' 4'
8' Il'
9' B.
10' 4'
13' 1'
14' 0'
#1
3' 10'
1 6' 4'
6' 7'
1 7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
--�
S P
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
1 12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14' 0'
(U
I
D P L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10' 10,
13, 8'
14' 0'
Standard
3' 3'
4' 3'-
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' Ill
9' 7'
12' 2'
13, 0'
_U
S P rr
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
10, 1'
10, 6'
13' 3'
13' 9'
0
14' '
14' 0'
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' B.
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
\
/
U
O
H F
Stud
4' 0'
6' 7'
7' 0'
8' 4'
e' e'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Standard
S
4' 0'
5' B'
6' 0'
7' 6'
8101
9' 11'
10' 4'
11' 10'
12, e'
14' 0'
14' 0'
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' ill
10, 2'
10' 7'
13' 5'
13' It'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10, 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
1 14' 0'
14, 0'
Q1
D F L
Stud
4' 1'
5' Ill
6' 4'
7' 11'
8' 5'
10' 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
to, 2'
il' 0'
11' 9'
0
14' '
0
14' '
-6
cs
S P F
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
Stud
4' S'
7' 7'
e' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14101
14' 0'
14' 0'
x
d
O
cti
H F
Standard
4' 5'
6' 6'
6' ill
8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
0
14' '
14' 0'
S P
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
11' 2'
11' B'
14' 0'
14' 0'
14' 0'
'14' 0'
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
ill 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
It' 6'
14' 0'
14' 0'
14' 0'
14' 0'
DFLI
Stud
4' 6'
1 6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14 0'
r-1
Standard
4' 5'
6' 1'
6' S'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13' 7'
14' 0'
1 14' 0'
Bracing Group Species and Grades)
Group AI
S ruce-Pine-Fir Hem -Fir
#1 / #2 istandard #2 Stud
43 Stud #3 Standard
Dou tas Fir -Larch Southern Pinewrw
#3 #3
Stud Stud
Standard Standard
Group BI
Hem -Fir
III L Btr
of
Dou to Fir -Larch Southern Plnewww
al #1
a2 #2
Ix4 Braces shall be SRB (Stress -Rated Board),
wwFcr Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Go.l7le Truss Detail Notes,
Wind Load deflection 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.
Aboutj� Attach 'L' braces with 10d (0.128'x3.0' min) nails.
able Truss )K For (1) 'L' bracer space nails at 2' o,c,
In IS' end zones and 4' o.c. between zones.
)K)KFor (2) 'L' braces, space nails at 3' o.c.
Diagonal brace option' -r
doubled
then diagonal � Lbracing In IS' end zones and 6' o.c. between zones.
verticallength may be '' must be a minimum of 80% of web
doub� 18' .
brace is used. Connect I L member length.
diagonal brace for 690#
at each end. Max reb Brace Gable Vertical Plate Sizes
total length Is 14'.)Il Vertical Lennth No S lice
2x6 ]it #2 or
I Less than 4' 0' 2X4
Er better diagonal 1 Greater than 4' 0', but 4X4
Vertical length shown f brace) single B, less than 12' 0'
In table above, ( or double cut )K
45' (as shorn) at L 1 +Refer to common truss design for
upper end, peak, splice, and heel plates.
ont-.Ous Bearing Refer to the Building Designer for conditions
Connect diagonn at tl I IIII+It not addressed by this detall,
midpoint of v'"cat web. Refer to chart above for max. ga�BYTe r�(t% length,
swVARNINGI.w READ AND FG=V ALL NOTES ON TMS DRAVDNB `�♦ J T`Ivi'''., REF ASCE7-10—GAB16030
..DVVRTAww Fl NT1RNISH THIS DRAVDG TO N.L. CONTRACTORS INCUMING THE INSTALLERS. ♦ i
Trusses requlry extreme core In fabricating, handling, shipping. Installing and bracing. Refer to and ♦.``V�G�� DATE 10/01/14
Foliaw the (.test elution of SCSI (Busdng Component Safety Infonwtbn, by TPI and SBCA) Par s.fcty
pr.ctices prior to perForning these functlons. TreWilvrs sin)! provke temporary broUn per BCSl
unless noted orbs Ise, tp dprd shall hove properly .ttached structurat sheatwng and botton dxrd _ No w DRWG A16030ENC101014
shall have a properly attached risk ceiling. L.eatbns shorn for permanent lateral restraint of ebs
shod have bracing Inrstaaed per SCSI sections 83, H7 or 610, as opplbobly. Apply pt.tes to each Pace = .p
truss ontl position .s shovn ob.- and on the Joint Det.1s, uMess noted otbel.lse. - R
III�IIJr• _+ IL�`� Refer to drovings 160A-Z for stondard plate positions. -r
Alpine, a division of 1TV Bulding Components Group Inc. shall not be responsible for any deviation from A I E OF
AN RWCOMAAW this droving, any Pallure to build the truss N confornance eM ANSI/TP1 1, or for handling, shipping, 5 .p //�''' , MAX. TOT. LD. 60 PSF
s installation
bracing
lurcine g oof atloi trusses. �^ IrI R 1 " `^. �-y♦`
A seal this or cover pope Ustb,g this dr.wF,g, bidc.tes nccePtnnce of professional
engineering responsi3O.lty solely for the of sMsn The suitpblllty and use of this drowft
for any structure Is the respa-billty of the Bul** Designer per IWSVTP1 1 See2.
1338g Laselronl Drive for more Information see this Jobs general notes page and these web sites, ��/•'YsLr�1- psitA
Eadh Cily, M063045 ALPINE, wvw.aipineltw.com) TPli vwtpinstargi SBCA, wwwsbclndustry—V ICC, wwvAccsafvorg '�¢4yrfAl.. N � Tle� MAX, SPACING 24.0'
'T
Relnfoi
Memb
Go
Tr
Gable 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,
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
Gable vertical length
greater than 48' 'L'
)r 'T' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
(E)Refer 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 *2XG
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nallse
10d Common (0.148'x 3.1,min) Nalls at 4' oc. plus
(4) nails In the top and bottom chords.
Toenalled Nalls'
10d Common (0.148'x3',m1n) Toenails at 4' ox, plus
(4) toenails 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, AU015051014, A10015051014, A14015051014,
A130300510141 A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC103014, A12015ENC101014, A14015ENC101014, A16015ENCI03014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A2003DEN11101014, A20030PED101014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length,
nvARNB&W READ AND FLLLIN ALL NOM R4 THIS MAWDU
*MDV RTAltlue FU MSII TIOS DRAVM To ALL LUNMCTIIRS MCLUB 4G THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Instnitlng and bracing. Refer to and
follow the latest edttlon of BCSI tBdldng Component Safety Infarmatbn, by TPI amel SEW for safety
practicos prior to performing these functlons, Installers shall provide temporary bradng Per BCSL
UMe" noted otherwise. top chord matt have property attached structural shoo and bottom Cho
shalt have a properly attached rigid telling. Locations sham for permanent lateral restraint of web!
shall have bracing Installed per SCSI sections 113, B7 or Dig, as applicable, Apply plates to each face
of truss and position as shown above and on the Joht Details, unless noted otherelse.
Refer to e!-awinas 16OA-Z for standard plate positions,
AN RWCOMPANY this J-uw},g, any failure to bWta tlu Trues In car orNnne:e .tHi ANSL7P11, or for hnndltrn0, sing!
Installation & bracing of trusses.
A seal an this drawing or cover pa IbtInp His draefnp, Mcates acceptance of professional
enpYneering rwsporadmlty satefy far tIr design shorn The suNabliky and use of this *4*V
13369LakeGanlDrive for arty strut v is Hce resporuNN.y of the biding Deslgrrr per ANSLOM 1 Sec2.
Est Clt. MO 63945 For more Information see this Job's General motes ppaage and these web sites'
ALPINFJ www.nloin'ettecoml TPD www,tpinnst wAl SBCA1 wnSbcMustry,orGi ICU wwwJecsafe.orG
No 047162
OF
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Or - End-nall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum altowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord,
'T' reinforcing member material must match size,
specle, and grade of the 'L' reinforcing member.
elo 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 (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
DUR. FAC, ANY
MAX, SPACING 24.0'
REF LET -IN VERT
DATE 10/O1/14
DRWG GBLLETIN1014
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-':IV V A V I -\
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
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,
)K1K Attach each valley to every supporting truss with,
(2) 16d box (0,135' 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,
All plates shown are ITW BCG Wave Plates.
12 3X4
12 Max,
2X4 X4
f--- 8-0-0 max
4X4
12
12 Max. F-
1X3
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0,128' x 3,0') naps 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 sealed design.
X*W 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',
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
� Le -naked
sa
X3
6-0-0 j�\l
5X4 SPL (Max Spacing) 2X4 Q o-ellg
1X3 SQ
20-0-0 (++) —1
Supporting trusses at 24' o.c, maximum spacing,
VM
-DVERTMtT" �TFU MAVD .RM AND PTO AUCDCDNTRAJW ALL ACCT IICH Tt!➢�M TIE DMAIJI M
Trusses require ..trans care In fobrkatbp, handiho, shipping, InsWUng wd brodno. Refer to and
1 1111, Canpwent SAFety Infornation, by TPI SBCAI for safety
poll,* the latest million of 1 and
Dr ctices prior to performing these Functimss. Installers ¢hall provide tenporary brodng per BCSL
„� t
r
W as noted othanise, top dsord shall have properly attached structural ah—thing wd bottan chord
shall have a properly attached rlgltl ceNnp Locations shorn far permanent lateral rostralnt of ebs
d
�
aned per BrSabove swig on th J or Bag, as applicauhtessble.no Apply plates to each face
shall have W position
of truss and podtbn as corm about and w the .blot Details, unless noted atheMse.
Refer to tlrarings I60A-2 for stwdnrd plate porlUws.
Ai'i
flW ODMPANY
Alpine, a U.W— of ITV BuUT Components Group Inc. shall not be responsible for wy deviation from
this drar4+g, fail.. to b.1 the truss In confrrnanct rith ANSI/TPI 1, or for h.r4hg, shipping,
any
Installation L braclig of trusses.
A seal w this d^odrg or cover page Usting this drasing, lntmtes acceptwce of profrssloral
rwsnmshlllty solely far• the oleslon shorn. The sulwWtty aid use F this drasb.a
.
Eadh City, MO 63D45
s
IP 2X4 4X4
Square Cut Stubbed Valley Optional Hip
Bottom Chord End Detail Joint Detail
TC LL 30 30 40PSF
� C DL 20, 15 7PSF
BBC DL 10 10 10 PSF
f Be LL 0 0 0 PSF
iiTP OF TDT, LD, 60 55 57PSF
1UR.FAC.1.25/1.33 1.15 1.15
F VALLEY DETAIL
TE 10/01/2014
WG VAL160101014
Piggyback Detail- - ASCE 7-101 160_ mp_h, _3-0 M.e:an—Height; E-n:cl-_o=s=e-d—E--xp-o_s_u_r-_e -C, Kzt=1.00
160 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C. Wind DL= 5.0 ppsf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Note, 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.
wx Refer to Enalneer's sealed truss design drawina for olanyback and base truss specifications.
Detail A I Purlin Spacing = 24' o.c, or less
12
Up to 12
O.C. Max
4'
l—Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c, spacing In between.
Detail B ' Purlin Spacing > 24' o,cd
Piggyback cap truss slant Walled to at( top chord purlin
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord with 2x4 N3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.5').
Up to 12 V i i i i
4'
\\ I I \\ ( I I // 11 24' o.c. maxFuLt
`
Chord Scab (Typical Each End) Chord Flat top chord purtins required at _IJ
Depth both ends, purlin spacing > 24' o,c,
Note. If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max. and use Detail A. aWifffff)fjj
--WOlTANT" � TM E% N ALl�CUNMACTI&S UMMUDDMG DIE 1NSTALLER& TM MAWMM��` \v !1 wfs4ty,
Trusses require a treat are In fabricating, hand1l", shipping, Installing and bracingg.. Refer to and `� wQ•` ^
foil.. the latest edition of BCSI (Binding CAnponent Safety InfornAtlon, by TPI And SSCA) for safety `J \VE (1 A
practices phior to perfonaing these functions. Installers shall provId. ll-porary A ... ft per BCSL
Unla s noted oth—le., top chord hall have properly attached struct—t sheathlrg And bAtton choM we shall have a properly attached rigid ceiling. Locations sham for pemanent lateral restraht of webs —,tl
droll have bntlng Instsec Atted Per BCSI tlons 83, 87 or 810, As opptl-bl.. Apply plot" to dmch face
IE trof truss And post"
As shown above and on the Joint Betalls, unless noted otherelse.
Refer to draeings 160A-Z for Standard plate posltbR4.
Alpine a division of ITV DWWtl1h gg Conponents Grouupp Inc shall not be responsible far anyy devlotlon fron '+ ro
AN fTWODMPANY this drueine, anY FnOure to buBdthe truss In confomnnce with ANSI/TPI 1, or for handUne, shipping, = 'qtop
installation 6 bracing of trusses.
A sent nn this drawing or, cover page Ustlne this deashg, hdkates acceptance of p"fesslonl c'6��+'
ere4.-Ing n BI�sMely I n m�owr�, BZL:a�.r AAnd uspt i f thi dm kv 6VA
° �( I W + ,t� �••
13389 Lakefront Drive 'V
Earth city, MG 63045
°r . �S1 - -
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 03 grade scab
(I. side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' oz.
Attach purlin bracing to the flat top chord
using (2) l6d box nails (0,135'x3.5').
The top chord #3 grade 2x4 scab may be replaced
with either of the following, (1) 3X8 Trulox
plate attached with (8) 0,120'x1.375' nails, (4)
Into cap TC & (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'x1,375' nails. Note, Nalling thru holes of
wave plate Is acceptable.
st In addition, provide connection
with one of the following methods,
Trulox
Use 35 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'xl.375' nails Into cap bottom chord and <4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' <min) APA rated sheathingg ggussets
(each face). Attach @ 8' e.c. with C8) bd common
(0,113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces,
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) 10d box nails <0.128'x3')
Per scab, (3) In cap bottom chord and (3) In
Bose truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Ploavback Plate
One 28PB wave piggyback plate to each face
@ 8' o,c Attach teeth to plgg back at time of
fabrtcntlon. Attach to supporting truss with
(4) 0.120'x1,375' nails per face per ply.
Piggyback plates may be staggered 4 o,c. front
to back faces.
24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
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1.
Cracked or --
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are atoe.ed.
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
spPecies as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nall. Into 2x4 members using two (2) rows at 4' o.c„ rows staggered,
Nail. 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 limited 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 toads,
S
L L
4' o1c
Typical ~
+ o + o + o + o
o + o + o + o +
—I 2' F—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nails:
o = Front Face 2x4 Member - Double Row Staggere
2x6 Member - Triple Row Staggerer
Nail Spacing Detail
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
a
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Hlnlnun
L Distance
�VARNR1Cdu Reap AND FOUJIV ALL NOTES 13N THIS BRAVING!
■■1NPONTANTo nA7NTSH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
'C NJ - -_-'°�.}' yo
.�� + �r,
REF MEMBER REPAIR
DATE 10/01/14
Trusses requbw extreme core In fabrkotIng, h�M1 sHppIng, Installing and brac*0 Refer to and
TPf for
Q, �jE�
I V
?
fabav the mtect editlon of BCSI (3udrBrg fnrponent Safety Inforratlon, by Intl SBCp) safety
p�actices prior to perfoming theca functlons. Installers shalt provide tenporory bratlng par BCSl
Witess top shag have attached structural sheathing and bottom dior
�' �tl
DRWG REPCHRD1014
noted otherrlse, chord properly
shalt Iavt a properly attached rlgltl ceding. Locations shorn far pernonent lateral restraint of eebs
®
d f1 f'�10
onat have bracing Installed per above J vt BIO, as applicable. Apply plates to each face
of truss and position as shorn above and on the i oini B¢Wits, uNess rested otMrtlst.
and on the
Refer to drnrings 160A-2 for standard plate positions.
rZ OF Y
III..1!�IIULr_,J�I
AN fiW ODMPANY
Alpine, a dvlsion of ITV Building Components Group Inc. shall not be responsible for any deviation fro.
this drarkv, any failure to build the truss h confarnance with ANSI/TPI 1, or Far hnruNAD shipping,
L
e
i'P, �
�ii 0
bistnitation bracing of trusses.
A seal on this d-arbp or cover page UstVg this droetr,g. Indicates naaptonce of professional
wgineeNng respansmlity solely fen the design shorn, The s Atnbslty aM ust of t>Ma d .ft
t O Fit
for any structure Is the respons6Wty of the Mcling IIeshplar per ANSUIPI 1 See2°+��
tt��
/f'/lf�UN
SPACING 24.0' MAX
EartgCty Mo6'3G45
ALPINE, irnfo a„tia. - . Job'.g� --SBCA,t �::eap nd tryorgfese b sitsofa.org
l.,.L��-� vo,
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' CC MAX. LENGTH TO TRIM
IILLER
Ir 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 (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION,
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
❑PTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE' FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS),
BILATERAL 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' O.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 10'-0' O.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
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD,, WITH THE EXCEPTIONS
NnTFn ON THIS SHEET
I USE THIS DETAIL F❑RI
CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF 10PSF 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'-0').
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
N❑TEl FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD C❑NDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASFD ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
(SHOP APPLIEED71
- 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 <JOINT SPLICE),
FIELD APPLIED
- 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) 106 BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD <OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' 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),
— - -weVARNMUse READ AND FOLLOW ALL DOTES IN THIS DRAVDKI
—1)"ItTMITus IT/i 421 THIS DRAWDM TD ALL CONTRACMS DiCL01114 THE IRSTALLUM
Trusses require extreme core In fabricating, handling, shipping, lnstattht and bracing• Refer to and
follow the latest edition of BCSI Md dmg Component Safety Informatknn, y TPT and SBCA) for safety `� S
pprraoctices prior to performing these functions. Installers shall provide t y bracing per, BCSL C
llnlass noted otherwise, top chord shall have pro{wrly attached structural shea g and bottom door
shall have a property ottachetl rtpld ceBinB• Locatlams shown for permanent lateral restraint of ribs
stgll have brodrp Installed per .M sections H3, H7 or HIO, as apW(cable. Apply plates to each face
of truss and position as shorn nbovv nntl on tha Joint Detollc, unless noted otherwise.
Refer to drawings 16HA-Z for stantlord plate positions.
Alpine, a dvislon of ITV Butang Components Croup Inc shall not be responsible for any deviation fr
AN (iWC�MWINY this drawbw. nmv faerse to build the truss In confarnance with ANSVTPI I, or for handling, sNPpl.9, _ [
responstyUty solely far flaw daslgn n s showThe Jtmbnity
for a�ery icdre Is tho rasponsWttY of tine gelding DosIg per
13369 Lakefront Odve for more Information see this Job's general notes page
Eadh City, MO 63045 e1 Prot, .... TPIn wew.tolnst—al SDCN wwwsbclmdW
and these web sites
:rv.oral ICG r..J.csa
N
8 AIEOF
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
SCAB
2X4
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,
OVERHANG DETAIL
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 C0.128'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 210# uplift (max.) to reported truss uplift for wall connections,
oVAR"u+c."' Rfau AND FOUMV ALL NaWS ON T= MAWMG
tapP(BtTA1FTo F'UFWM TIQS DMVM TO ALL CLNIRACMU MMURM TW DWALLM&
`° �W "zrli�°'•JEXIEED
TOTAL TOP CHORD
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses requtrt eetrtne care N Fabrtcatinp, hnndttrg, shipping. InstalUnp and bracing. Refer to and
Follae the Intent mttton aF scSl ®wtlmg Campanent Safety InFarna:ton, by 7PI and SBCA) For safety
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`.gQ„ �pENSF F''LOAD
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NOT TO
40 PSF
DRWG ❑HSCB2X41014
procticen prior to perforning these functlonc mstalttrs sMU provWe tenpararyy hratlnp par scSl.
UNeu noted older Ise, top cirr`tl shall have properly ttnch.d structural ahea#drg and botton chord
iVo
DEAD PLUS LIVE)
shod hnve n properly Ittached Hold colinp. Locotl m shorn for permanent lateral restl ht of webs
SCSI or Apply to face
n
IIUL��—JJ��II
each
plates l—
of t hnve brocing tnstnUed per sections the J Dot ns nppllas no
of truss and ppoosition as shoer above and on the Joint petnls, uNtss noted otherrk¢.
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R
Refer to d- gs 16OA-Z for standard plate positions.
Bufldnp Components Gro�p Inc be for devlatton
-
S A.t.E Or
AN MCOMPANY
AN
dvislon of ITV shnll not responsible any Fran
tins drornp any Fn1, ro to build the truss N confornonce tith ANSLTPI 1, or for h—dung, sNpptrtp,
W
Inatollatbn L hroCinp oP trusses.
A seal this on drorbg or page Ustbg Ws drarbg, btdcates occeptonce of professional
condely ver
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DUR. FAC. 1,15/1.25
e,glne.r►,p re iar the design who— The sultabWty o,d use of this droeNp
For airy strucdre Is tlw respons6lllty of the &Adit Uesipner per AISI/iPI 1 Secp
�y.+`
nt Onus
far Jobs theme .ea
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Eenh City.M0 63045
E.nh ity.M
moro ottw.c"i T nee V general enter pnpe and sites'
ALPINE rrr,alpineltr.conl TPh err.tphst.orgl SSCAi evr.sbcVwWstryarg, Itx rtrJccsniearp
rf! �t�`
SPACING 24'
O12 (2) 16d TOE NAILS
1 VARIES OPTIONAL SCISSORS BOTTOM CORD
i
i
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
� 7
' TYPICAL END JACK (EJ)
!
N.T.S.
I
r�12 (4) 16d NAILS
i vaRles V See Connection Detail
!
OPTIONAL WEB CONFlGURAMON
—(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED SET INSTALLATION
TYPICAL L ADING (P.S.F.)
TILE: SHINGLES:
TOP LIVE LOAD: i 20 20
MP DEAD LOAD! 15 7
STRESS ZINC. 1.25 1.25
WIND DESIGN: M{kX. 160 MPH PER
ASCE 7-10 MAX 24' O.C.
on this
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m
CONNECTION DETAIL
(BJ) =
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
�J 2x4 SYP Nailer 16" Long
B'-o" MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
OPTIONAL
72
B VARIES
(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
A41
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�5 " STATE OF 441>
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MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182