HomeMy WebLinkAboutTRUSSSCANNED
BY.
RANEY COMPONENTS
1�'Ojl
19900Independence Blvd.
Groveland, FI 34736
ponents, LLc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00044
Printed: Thu, May 17 2018
.aov
mrormarion.
Address.,
FOR Name and License Number:
Cus
�mel Name:Creekside
Lot 44
DR
rton
8749 CObblestone Dr
Des
rlptlon:
City, State, zip:
4E
B Hayden-2601 "H" OL
Fort Pierce, FL
Rol
TC
Wa..,,,y ,.,,.,.,..p..�.,.
Loads.
ive: TC Dead: BC Live: BC Dead:
Floor Loads:
TC Live: TC Dead: BC Live: BC Dead.,
20
7
0
10
40
10
0
5
Bid,.
Code: Wind Std: Wind Speed: Bldg. Useage: Building Type., Wind Type:
FB+
2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pats or sheets covered by this seal from: 1 thru 43 Total 43
1 Al
2
A2
3
A3
4
A4
5 AS
6
A6
7
A7
8
A8
9 A9
10
B1
11
82
12
B3
13 C1
14
BA
15
BJ3
16
13J31-
17 BJ5
18
BJ5A
19
BJ51-
20
ER
21 ERL
22
CH
23
MV1
24
MV2
25 MV3
26
4C1
27
4C2
28
4BJ1
29 4BJ3
30
48,15
31
4EJ
32
4EJ3
33 4EJ6
34
4CJ3
35
40J7
36
FT1
37 FT2
38
FT3
39
1`174
40
FT5
41 FT6
42
FI-7
43
FT8
' Digitally signed by Manuel Martinez
/1' DN: c=US, o=lden`rwst ACES Business
CCRepresentative, ou=M AND E
\ASSOCIATES P.A., cn=Manuel Martinez,
s P.9.2342.19200300.100.1.1=A01098000
• 0001464CF8FE960000211F
in ez Adobe Acrot9at DC vemion:
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Page 1 of 1
Job Number: 36CS00044
Ply: 1
1 SEQN: 6841811 T2 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL
Qty: 1.
•FROM: GLM
DRW:
Truss Label: Al
Wgt: 226.8 Ibs
/ ... 05/17/2018
T7"11 "2 14'10"2
1834 21'4"12 24'9"14
31'S"13 �2'p"5
39'8"
7' _11 6'3
1 3'5°2 + 3'1"8 f' 3'S"2
+ 67"15
7711
=4X6
33 �
=5X6
1112X4 =4X6 =3X4 =3X4 =3X8 m3X4 m4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 7'5"15 4'6"1 26"10 3'8"10 2'11"12 3'10"6 2'6"10 4'6"1 7'5"15 1'
7'S"15 12 14'6"1 18'3"4 21'3" 25'1°6 2T8" 322"1 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: N/
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: If
Snow Duration: NA
EXP: C
Des Ld: 37.00
Mean Height: 22.09 It
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00
BCDL: 6.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W'
VERT(LL): 0.207 Q 999 240
B 1550 1786, / 866 / - 1304
/ 8:0
VERT(TL): 0.563 Q 999 180
K 1550 / 786 1866 / - 1-
/ 8.0
HORZ(LL): 0.079 M - -
Wind reactions based on MWFRS
'
HORZ(TL): 0.148 M - -
B Min Brg Width Req = 1.8
Creep Factor: 2.0
K Min Brg Width Req = 1.8
Max TC CSI: 0.556
Bearings B & K are a rigid surface.
Max BC CSI: 0.602
Bearings B & K require a seat plate.
Max Web CSI: 0.817
Maximum Top Chord Forces Per Ply (IHs)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens.1 jcomp.
VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H
1505l -2092
B - C 1949 - 3186 H -1
16461 - 2495
C - D 1623 -2508 I - J
16231-2507
D - E 1647 - 2496 J - K
197 - 3186
E-F 1513 -2102 K-L
231 0
F - G 1432 -1893
No 0471.82
STATE OiF
40 01 5A 38 FF5B 81 B0 BB 7F48 00 99 2E85 FB
rertitIMh'A#bfinela y%40dd"ZrA aealadbyLums 3na OW,X,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2876 -1654
P - O
22261 -1249
T - S
2872 -1654
O - N
2872, -1681
S - R
2872 -1654
N - M
28721 -1681
R - Q
2226 -1222
M - K
2876 -1681
Q - P
1889 - 976
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens I
Comp.
T - C
294 -15
P - G
642
I - 448
C - R
486 - 693
P - H
513 1 - 682
R - E
450 - 210
H - O
4481, - 207
E - Q
516 - 688
O - J
487 ; - 694
F - Q
645 -449
J - M
2941. -17
F-P 193 -186
PE(FL, uc.04781121 ae 8etiazc gnaws abaft acing a sH A-1
az�ientka.�essm�a:
n3d zap�afitf»s daedx�taa am er�ai�atd sia�na� asad scaled
asad tF�.StsA.�i.eniica9tes.-ecrde maust•te �mifacdaat at:yx9ectreaak
cm&ios:
'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempora arty
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proge�r y
ey
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 10, om nzrrts ,u
as applicable. Apply fates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of pr 3 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.
I]
Job Num r: 36CS00044 Ply: 1 SEQN: 684175 / T8 / HIPS
4EHB Ha Aden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW.
Truss La el: A2 Wgt 226.8 Ibs / ... 05/17/2018
i
1
T7"12 "3 14'10"2 17' 22'B" 24'9"1.� 31'5"13 �2'p"4 39'8"
r 7'7"12 6'7"15 2'1"1� 5'8" 2'1"14' 6'7"151817 7'7"12
-5X8 =5X6
F G
1112X4 =H0308 =3X4 =3X4 =3X8 =3X4 �1-10308 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
4'6" 26"10 2'5"6 5'6"4 27"2 2'6"10 4'6" 7'6" 1�
T6" 12' 14'6"1 17' 22'64 25'16 2T8" 32'2" 397
Loadin 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#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.221 Q 999 240
B 1598 / 787 / 872 / - 1286 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.582 Q 999 180
K 1592 1787 ' 1872 / - /-
18.0
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.084 M - -
Wind reactions based on MWFRS
EXP: C
Des Ld 37.00
HORZ L 0.153 M - -
�)
B Min Brg Width Re 1.9
q
Mean Height: 21.83 ft
NCI : 10.00
Code / Misc Criteria Creep Factor. 2.0
K Min Brg Width Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00
Bldg Code: FBC 2017 RES Max TC CSI: 0.571
Bearings B & K are a rigid surface.
BCDL: 5.0 sf
P
Load D ration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2014 Max BC CSI: 0.607
Bearings B & K require a seat plate.
Spacin : 24.0 " C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.817
Maximum Top Chord Forces Per
Ply (Ibs)
Lac. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H
1617 -2320
Lumb
B - C 1978 -3307 H - 1
1679 -2600
C - D 1656 - 2628 I - J
1656 - 2613
Top ch rd 2x4 SP #1
D - E 1679 -2615 J - K
1978 -3292
Bot ch rd 2x4 SP #1
E - F 1627 -2350 K - L
23 0
Webs 4SP03
F-G 1519-2121
Braci
(a) Co inuous lateral restraint equally spaced on
Maximum Sot Chord Forces Per Ply (Ibs)
memb r. Or 1x4 "T" reinforcement. 80% length of
Same & SRB or better,
Chords Tens.Comp. Chords
Tens. Comp.
web m mber. species grade
attach d with 8d Box or Gun (0.113"x2.S",min.)nails
B - T 2987 -1689 P - O
2324 -1277
� 6" .
MAJ .*
T - S 2983 -1688 O - N
N M
2970 -1715
2970
. �
S - R 2983 -1688 -
R - Q 2338 -1251 M - K
-1716
2974 -1715
Loadi g
�;,
Truss assed check for 20 psf additional bottom"
rw' g
Q - P 2134 -1085
chord ve load in areas with 42"-high x 24"-wide104
',
clears ce.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
Wind
Mem r design based on both MWFRS and C&C.
`4- ' STAT E. OF
T - C 296 -16 P - G
C R 486 695 P H
696 -430
491 609
- - -
R E 413 207 H - O
-
412 -206
- -
.
�r,��+`
E - Q 494 -606 O - J
487 -695
F-Q 728 -469 J-M
296 -17
. a
F - P 193 -189
40 015A 38 FF 50 81 BO BB 7F48 00 99 2E 85 FB
Sullen hmbcmxlneit ""ys nad and tcalad bP M2i 1Marun"
�E(EI..L9e.Gd7i53.�cotc'�a dss�.atarwrtabawa sas7ng a54iA-i
arsdf enGcat�,rs lade.
Pa4aind c��nadtf� dcoe�a-� mm not cenxidssaH tP�awtlasad sxa{ad
and tt S"? 3aa�if+entita:%arscaflsmui ba wslW ramVdatmWe i
ciaa..
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BC
(Building
Com nenf Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryV rt>reV
braci per BCSI. Unless noted oTherwise,top chord shall have properly attached structures sheathing and bottom chord shall have a properly
attac ad riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, o ran�rff
asap Ilca15 Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to t .
drawl gs 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 conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listin this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and se of this drawing for any structure is the responsibility of the Sutlding Designer per ANSI/TP11 Sec.2.
For information see this iob's General notes Dane and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.oro: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.orq
Job Number: 36CS00044 Ply: 1 SEQN: 684177 / T7/ HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW.
Truss Label: A3 Wgt: 207.2 Ibs / ... 05117/2018
rIo
==4X6
T7°11 3 15' 19 L 24'8° 3113 2'p"5 39'8°
f T7"11 6'9"13 + 4'10" 4'10" + 6'9"13 W 7711
1
25X8 1112X4 ;Z35X8
E F G
1160 =— X6L3X4 =3X8 =3X4=4X6 1112X4
SEAT PLATE REQ: SEAT PLATE REQ.
39'8" -
F1' 7'5"15 6'6"1 1' 4'10" 6'6°1 TY15
7'515 14' 15 19'10" 24'8" 25' " 32'2"1 39'8"
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: %00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 21.41 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or
Gun (0.11 Yx2.5%min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): 0.211 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.575 F 999 180
Snow Duration: NA
HORZ(LL): 0.081 L - -
HORZ(TL): 0.150 L -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.580
TPI Std: 2014
Max BC CSI: 0.620
Rep Factors Used: Yes
Max Web CSI: 0.404
FTIRT.20(0)/10(0)
Mfg, Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
rd
4001 SA 3E FF 55 83 B0 BB 7F48 00 99 2E 95 FB
lUs hemii bean elem si„ned mdwaled by tAaaveal Martiacs,
I(FL. us.r4nEll an An dascshavm abam Win&wSKT.1
aatisendmiwd -
Pibtad ccp&xnrtfi5 dwxwrt= not cwsidwad srVwi=d=lad
a dft- '..''b' iza€thanika9 s mde ma.tba*Pnif§ed m mydmtmnk
c=!aa.
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 1550 1788 / 878 /- / 256 / &0
J 1550 / 788 / 878 / - / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (I I bs)
Chords Tens.Comp. Chords Tens! Comp.
Ili
A- B 23 0 F- G 1690 - 2320
B - C 2018 - 3189 G - H 1676 - 2465
C - D 1655 - 2477 H - I 1655 - 2477
D - E 1679 -2465 I - J 2017 -3189
E- F 1690 -2320 J- K 23 0
II
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comm Chords Tens., Comp.
B - R
2880 -1728
O - N
2210, -1275
R - Q
2876 -1728
N - M
2876 -1754
Q - P
2876 -1728
M - L
2876-1754
P - O
2210 -1248
L - J
2880. -1754
Maximum Web Forces
II
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens!! Comp.
I
R-C
301 -14
O-G
2451 -166
C - P
523 - 724
G - N
47,01 -218
E - P
476 - 218
N - 1
522 1 - 724
E-O
245 -166
I-L
301 -16
F-O 191 -213
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI an7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
e. A .pfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
riney
onr jmrrrrus, ru
/ A
Job N
4EHB
Truss
36CS00044
1-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
A4
l67 / T61 HIPS
gk 204.4 Ibs I FROM: GLMI DRW % 05/17l2018
I' T7'12 + 13' 1 19'10" 26'8° 32'0"4 398"
T7"12 F4"4 A0" 6'10" 5'4"4 T712
,2
T
5 p
9)
rn
1 �
F4X6(A2) B
A
SEAT PLATE REQ.
=5X8
112X4
=5X8
D
E
F
T
(4C
II
M
IG4
to
Ha4X6(A2) 1
P
O N
M
L K
J
1112X4
=3X4=3X6
=3X8
=3X6=3X4
1112X4
SEAT PLATE REQ.
39'8"
1' T6" 5'6" 1' 5'10" 5'10" 1' 5'6" T6" 1'
T6" 13' 14 19'10" 25'8" 26' " 32'2" 39'8"
Loadin
riteria (psi)
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:I
37.00
Mean Height: 20.99 It
NCBCL�
10.00
TCDL:4.2lost
Soffit:
2.00
BCDL: 5.0 psf
Load D
tion: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing:
24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Top ch d 2x4 SP #1
Bot cho 2x4 SP #1
Webs 2 4 SP 93
Wind
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LI,): 0.230 E 999 240
B 1550 1789 / 879 / - 1226 18.0
Lu: NA Cs: NA
VERT(TL): 0.625 E 999 180
H 1550 1789 / 879 / - /- / 8.0
Snow Duration: NA
HORZ(LL): 0.079 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.148 J - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 2.0
H Min Big Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.603
Bearings B & H are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.556
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.437
FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.02.1208.16 A - B 23 0 E - F 1927 -2716
B - C
2032 - 3163
F - G
1800 - 2636
C - D
1800 -2636
G - H
2O31 -3163
D- E
1927 - 2716
H- I
23 0
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - P
2852 -1737
M - L
2377 -1406
()
P - O
2848 -1737
L - K
2377 -1406
O - N
N - M
2377 -1380
2377 -1380
K - J
J - H
2848 -1763
2852 -1764
1
Maximum Web Forces Per Ply (Ibs)
No . n
Webs
Tens.Comp.
Webs Tens. Comp.
P-C
250 -17
M-F 434 -313
C-O
415 -548
F-K 443 -221
-0
ft
D - O
D - M
443 -221
434 - 313
K - G 415 -548
G - J 250 -18
STATEE
- M
351 -401
40 015A38 FF 58 tit. BO813 7F48 00 99 2E 85 FB
zt,ta Item Um been, ele itnati=d=stcd by Mtwwel Marttw,
?E [FL, t&c.§Eiait :xa �,nd3xsshov+rtak uyn�$ SN$-3
scd�ent3caszade
ptmted ccpks 01dis drr=n='tWg not czemid ml dX-Atrabd
mad ih� isle, art7aenriratteasuAe roust �aacrificden acrt*datronk
,zeim -
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusse reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building
Comps ere
Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarNy n
bracinC er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shalt have a propperly
attach riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o h71ents tir
as app11 ble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Wefer to i
drawin s 160A-Z for standard plate positions.
Alpine, division of ITW Buildinfl Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss i conformance with ANSIrI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, _
listing his drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and u e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
For mor nformation see this lob's general notes oaae and these web sites: ALPINE: www.aloineftw.com: TPI: www.toinst.om: SBCP: www.sbcindustrv.com: ICC: www.iccsafe.ora
Job Number: 36CS00044 Ply: 1 SEQN. 684161 / T5 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW:
Truss Label: A5 Wgt: 204.4 Ibs / ... 05/1712018
T7"13 11' 1T1" 21' 22'8" 2 28'B" 32'0"3 39'8"
T7"13 3'4"3 6'1" 3'11" 1'8"1 5'11"4 3'4"3 T7"13
�5X8 =3X4 =3X6 1112X4 55X8
12 D E F G H
T 5 p
63X4C 153X4
I
v
=4X6(A2) B J I4
32 A
S ::: �i, I E9 Pl
R Q P O N M L
012X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4 i
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
�1,L 76"1 31 14' r 69"81 221812 22 288" 1
32115� 39'8" }1�
Loading Criteria (pso
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 Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.260 G 999 240
B 1550 / 790 / 875 / - / 197
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.707 G 977 180
J 1550 / 790 1875 / - / -
/ 6.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.082 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.153 L - -
R )=
B Min B Width Re 1.8
r9 q =
NCBCLL: 10.00
Mean Height: 20.58 it
Code / Misc Criteria Creep Factor. 2.0
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.606
Bearings B & J are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014 Max BC CSI: 0.562
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.511
Specified Camber:
Maximum Top Chord Forces Per Plyl (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0) Mfg
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
III
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 23 0 F - G
2160 -3113
Lumber
B - C 2052 -3156 G - H
2160 -3113
C - D 1922 -2790 H - 1
1921 -2790
Top chord 2x4 SP #1
D - E 2150 -3098 I - J
2062 -3156
Bot chord 2x4 SP #1
E - F 2160 -3113 J - K
23 0
Webs 2x4 SP #3
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp. Chords
Tens. Camp.
B - S 2844 -1754 O - N
2534 -1530
k
S- R 2840 -1754 N- M
R-Q 2534-1505 M-L
2534 -1530
2841 -1780
�Ir
Q - P 2534 -1505 L - J
2844 -1781
P - O 3118 -1880
'
No
Maximum Web Forces
Per Ply (Ibs)
a
Webs
Tens.Comp.
Webs
Tens.
Comp.
`
S - C
219 -20
G - O
296 -326
STATE
C - R
D-R
342 -420
378 -242
O - H
H-M
734 -499
382 -244
40'm
D- P
721 -488
M- 1
343 -421
P - E 300 -330 I - L 2I17 -21
E-O 102 -98
40 015A38 FF 51381 BO BB 7F48 00 99 2E 95 FB
Thtr ltemirsssbemekcSsa aaiipz>�ned zid waled by Mar-1 Wttinar,
PE tn. Lk. Gm7W1 cnthe Ming a sw"A 3
azahen+.teat>>wxs wade,
e' tadecipinaftfia dmtsrcntam not amidaed *Ad=4 scalad
=4 tFz x4A�t z,, M e. 6 m San cad* nssst b w=43z f m wyd"tronk
=Ads-
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
i e_ Aoo v plates to each face of truss and oosition as shown above and on the JoinEDetails. unless noted otherwise. hefer to
a division of
ivi t, or Torn
acceptance
any structure
failure to build the
g or cover page_
in. The suitability
rfirey ,
otx/mnentxite
L
Job Numb,�-.'36 CS00044 Ply: 1 SEQN: 684157 / T3 / HIPS
4EHB Haye-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss La A6 Wgt: 190.4 Ibs ._ / ... 05117/2018
T
l�
4'9"14 9' 16'S" 21' 23'4"1$ 30'8" i 34'10"2 _ i 39'8" i
4'9"14 + 4'2"2 + 7'5" 4'7' F 2'4"12 7'3"4 422 4'9"14
I
=5XB =3X4 =4X6 It2X4 =5X8
12 D E F G H
5 p
�2X4C
1 g2X4
(6(A2)B
J=4K6(A2)
O P O N M L r i
=3X4 m4X6 =4X4 m4X10 m4X6 253X4
SEAT PLATE REQ. SEAT PLATE REG.
39'8"
5' 21 "8 7'3"4 2'3"4 5' 9' 1
9' :4' 16'1" 234"12 25'8" TOW39'8"
Loading 11 ritena (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.339 G 999 240
B 1550 1801 1867 / - / 167 18.0
BOLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.922 G 749 180
J 1550 1801 / 867 / - /-
18.0
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.090 L - -
Wind reactions based on MWFRS
Des Ld:
37.00
EXP: C
HORZL ) 0.167 L - -
B Min BrWidth Re = 1.8
g q
NCBCLL
10.00
Mean Height: 20.16 ft
Code / Misc Criteria
Creep Factor. 2.0
J Min Brg Width Req = 1.8
Soffit:
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.741
Bearings B & J are a rigid surface.
Load Dui
lion: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.706
Bearings B & J require a seat plate.
Spacing:
4.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.950
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 F - G
2555 -3778
Lumberll
berr,
B - C 2153 -3226 G - H
2555 -3778
C - D 2001 -2997 H - I
2000 -2996
Top2x4 SP #1
o P
D - E 2539 - 3754 I - J
2153 - 3227
Bot choi 2x4 SP #1
E - F 2555 -3778 J - K
23 0
Webs 2
SP 93
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member
Jesign based on both MWFRS and C&C.
Chords Tens.Comp. Chords
Tens. Comp.
B - Q 2927 -1873 N - M
2736 -1673
Q - P 2737 -1648 M - L
2736 -1673
e�av
P-O 2737 -1646 L-J
2928 -1899
• Eke
O - N 3784 -2321
'
-u � �
1
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
at
C - Q 249 -211 G - N
349 -397
a
D- Q 360 -108 N- H
1174 -778
A.>
STATE OF
D - O 1151 - 760 H - L
O-E 351 L-1
363 -109
251
u
-401
E - N 89 - 84
-213
40015A3EFF5981BO813 7F 480099.2E85FB
dkrstx =ds�fad by tsar, 1Mzrtinez,
PE (a. aSNii '
andcaxirasea�ta.
rta3 ttx, laxrdh�s drtys��wtsaam nM txttnz7d'�ed a�ea�.�d s�aiad
�tf5a �`:SLA$1@TS�Gi;�CC:fd[nCSt i�WTt}r�e�i S�}'CfjaLtfU15�
dins..
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eqquire extreme care in fabricating, handlingA shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Compo of Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY;
bracing er BCSI. Unless noted o){herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, nm xttrents iaz
as appli able. Apply plates to each face_ of truss and position as shown above and on the Join�Details, unless noted otherwise. Refer to i
drawing 160A-Z for standard plate positions.
Alpine, division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing 1 is drawl ngg indicates acceptance of pro>?essional engineering responsibility, solely for the design shown. The suitability
and u3 of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number. 36CS00044 Ply: 2 SEQN: 684163 / T23 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: A7 I Wgt: 231.0 Ibs .. / ... 05/17/2018
7'
12'4"6 1T3"9
21' 2"11
27'3"10 2'8"
3TS"
7'
5'4"6 4'11"2
3'87 12" 1
5'0"14 5'4"6
24
T
12
=3X4 102X4
=5X6=3X4
=3X4 =6X6
5 p
Cab 6 D a
F G
H TC3 I
T
T
M
M
i =4X16A(B3) B
(I
4�6(83) in
T
S R Q P
O
N M L
1112X4 =3X10=-H0710 =3X10
=3X4
=H0710=3X10 102X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8" 11
62"4 5'1"2 2N1 5710 3'1"13 5'1"2 6'2"4 1'
6104 11'11"6 339 226"3 25'8" 2�01� 32'9"12 39' 8��
N ~1T3"9� 2' 7'8"10 99$"
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 Udefi U# LOG R ! U / Rw / Rh / RL /IW
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.503 G 938 240 T 3711 12159 I - l - l - / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.360 G 507 180 J 3711 12159 /- ! - ! - 118.0
Risk Category: II
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.097 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.180 L - - T Min Brg Width Req = 1.9 ,
Mean Height: 19.74 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.9
Noffit: 2. 0 TCDL: 4.2 psf Bearings T & J are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.508 Bearings T & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.904
Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.787
Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(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, HS VIEW Ver: 17.02.02.1208.15 A - B 11 -9 F - G 3986 -6814
Lumber B - C 2603 -4465 G - H 3971 -6793
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 3440 -5890 H - 1 3440 -5888
Bet chord 2x6 SP #1 D - E 3986 -6814 I - J 2603 -4465
Webs 2x4 SP #3 E - F 3986 -6814 J - K I11 -9
Nailnote Maximum Bot Chord Forces Per Ply, (Ibs)
Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Comp.
Top Chord: 1 Row @12.00, o.c. g - S 4102 -2383 O - N 5971 -3497
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c_ MA S - R 4085 -2381 N - M 5971 -3497
Use equal spacing between rows and stagger nails R - Q 5973 -3498 M - L 4D86 -2381
in each row to avoid splitting. g9 ' a wamao+t
4a Q - P 5973 -3498 L - J 4103 -2383
P - O 6823 - 3998
Special Loads low
Dur.Fac.=1.25 -(Lumber / Plate Dur.Fac.=1.25 ' 2. '� ( ) It Maximum Web Forces Per Ply (Ibs)
TC: From 55 pif at -1.00 to 55 plf at 7.00 a Webs Tens.Comp. Webs Tens. Comp.
TC: From 28 pif at 7.00 to 28 plf at 32.67 v.
TC: From 55 pif at 32.67 to 55 pif at 40.67 S - C 329 - 53 G - O 260 -291
BC: From 4 plf at -1.00 to 4 pif at 0.00 C - R 2066 -1212 O - H 952 -549
BC: From 20 If at 0.00 to 20 If at 7.03 +"" -
P P T R- D 565 -803 H- M 566 -807
BC: From 10 pit at 7.03 to 10 pif at 32.64 +0 & D - P 968 - 562 M - I 2064 -1212
BC: From 20 plf at 32.64 to 20 pif at 39.67 aP
BC: From 4 plf at 39.67 to 4 pit E - P 254 -280 I - L 33,0 -54
at 40.67 W -e
TC: 376 lb Cone. Load at 7.03,32.64 e w w x� P - G 14 -10
TC: 169 lb Cone. Load at 9.06,11.06,13.06,
17 06,19 0 20.60,22.60,24.60 26.60,28.60,30 60 6 #
BC: 494 lb Conc. Load at 7.03,32.64 #4
BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06 ERA.
17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 40 01 5A 38 FF 50 81 BO BB 7F 48 00 99 2E 95 FB
Thu itemRdskaemeletir j.igncdana �raladtjp1Aa:AMtaunno:,
Wind P£ (Z Ltc.W1EP1 CA MntaftZ mWa abaw vjmg a sgzrj
authcntatazs¢a�te. ,
Wind loads and reactions based on MWFRS.
Metedcepasrdtha daca<.waaria not ctir ii"edd 2gdsealed
=d ktuts 3zukhant tart as srsdanrest uarkr iwsas3 clectrar�:
cz*L
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �,
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly I
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om :nnergs, ru
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. k fer to J
drawings 160A-Z for standard plate positions. I
Alpine, a division of ITW Buildin 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 drrawing or cover page.
listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the (3uilding Designer per ANSIITPI 1 Sec.2.
II
Job Numb r. 36CS00044 Ply: 1 SEQN: 684185 ( T16 / SPEC
4EHB Ha en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Lab : A8 Wgt: 210.0 Ibs / ... 05/1712018
12'8"
~0"I
7'7"12 10'10" 18'8"9 22'8" 24'5" 1 30'8" 34'10"2 39'8"
r" 7'7"12 { 3'2"4 i 6-0"9 3'11"7 1'91 6'2"5 472 479"14
i
12 Dm5X6=6X10(SRS) (12X4 =4X6 =3X4
T 5 p E F G H a5 I T
g3X4C
c Jv2X4
V
1 C 1?�
_ X6(A2) B K=4L8(A2) ` 6
33 A
T S R Q P O N M
1112X4 m5X8 1112X4mH0308 m3X8 =4X4=4X6 m3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39,8„ _i
1' 7'6" 3'4" i 1'2"p 4'8"9 6'0"9 10" 3 5' 9'
r 7'6" 10'10" I'll" 14� 188 9 + 24'9"3 �25' " 30'8" } 39'8" "I
12'9""1r2�
Loading
riteria (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 too L(defl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.352 F 999 240
B 1550 / 788 / 859 / - / 194
/ 8.0
BOLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.959 F 720 180
K 1550 1790 / 862 / - /-
18.0
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.091 M - -
Wind reactions based on MWFRS
Des Ld:
7.00
EXP: C
HORZ L -
(T) 0.169 M
B Min B Width Re 1.8
q
NCBCLL:
10.00
Mean Height: 20.54 ft
Code / Misc Criteria
Creep Factor. 2.0
p
K Min Brg Width Req i 1.8
Soffit:
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.602
Bearings B & K are a rigid surface.
Load Du
tion: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to In
TPI Std: 2014
Max BC CSI: 0.665
Bearings B & K require a seat plate.
Spacing:
4.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.769
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H
2W8 -3869
B - C 2111 -3158 H - 1
2503 -3623
Lumber
C - D 1986 - 2792 I - J
2024 - 2985
Top chon
I 2x4 SP #1
D - E 1996 -2767 J - K
2186 -3229
Bot chorc
2x4 SP #1
E - F 266-3869 K - L
23 0
Webs 2x
SP #3
F - G 2668 - 3669
Wind
Member
0 esign based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs) ,
Chords
Tens.Comp.
Chords
Tens. Comp.
B - T
2846 -1791
P - O
3659 -2290
ee
T - S
S R
2842 -1791
3345
O - N
N - M
2722 -1691
2722 -1691
-
R - Q
-2097
3348 -2097
M - K
2931 -1931
Q - P
3348 -2097
4NO 047102
as
w -
Maximum
Web Forces
Per Ply (Ibs)
WA
Webs
Tens.Comp.
Webs
Tens. Comp.
-VAIA STATE Of
T - C
C - 5
242 -22
348 -435 435
F - P
P - H
301 -8
252 -16168
e
D- S
2018 -1422
H- O
389 -469
S - E
E-R
1331 -1867
183 -5
0-1
I-M
1070 - 733
347 -112
E-P
614 -407
M-J
265 -232
40 015A38 FF 5B 81 BO B87F48 00 99 2E 85 FB
ThU ltamtiz bvmm1aiizcatsaljsi cdamd=2Wry �4mutinw,
PE(&L. Ik.5471821 cnt=a a,e 5ha�vnatxiva u-ng aSH,4-i
acdsast�a•.ttrstazsda.
Matra zagkvad&ds st min nut mrW dwaled
and 4t';a sF4uz auificto=t oriole tn+ t bg vadfbd a» w4 dawar6.
CAWJ.L
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r uire extreme care in fabricating handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Compon f Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporarryV ojr
bracing p r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
ey
attache tl ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, okr wnents,ur
as appli ble. 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 for standard plate positions.
Alpine, a ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in c nformance with ANSITI PI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing th drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and usel of this drawing for any structure is the responsibility of the Building Designer per ANSlrrP11 Sec.2.
Job Number: 36CS00044 Ply: 2 1 SEQN: 686470 / T28 / SPEC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A9 Wgt 259.0 Ibs .. / ... 0511712018
14'8" 18'3"10+ 217"13+ 25'.14 + 28'.14 + 32'8" 398"
5'10"10 4'11"B 3'10" 37. 0 3-4"2 3'8"14 3'6"14 3'10"6 7'
T
12
0
1-4X6A(A1) B
�i
SEAT PLATE REQ.
c8X10 1112X4
I- E F
T S R Q
112X4 m6X10 mH0710 =4X10
=7X8 =4X4 =6X6 T
H I TC4 J
T�
r V
m
K=4X18(83)
L 1
O N M
=4X4 mH0710 1112X4
SEAT PLATE REQ.
39'8"
1' 5'8"14 5'1"2 3'8"4 3'9'8 3'7"10 35"14 3'6"14 3'8"10 6'2"4 1'
5'8"14 10'10" 14'6"4 18'3"10 21'11"5 25'6"3 29'1"2 32'9"12 39' 8� ��
39g"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 20.54 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC3, TC4 2x6 SP 91:
Bot chord 2x6 SP 91 :BC2 2x6 SP M-26:
Webs 2x4 SP 43
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
---(Lumber Dur_Fac.=1.25 / Plate DUr.FaC.=1.25)
TC: From 55 plf at -1.00 to
55 plf at
21.80
TC: From 28 pif at 21.80 to
28 pif at
32.67
TC: From 55 pif at 32.67 to
55 pif at
40.67
BC: From 4 plf at -1.00 to
4 pif at
0.00
BC: From 20 pif at 0.00 to
20 pif at
21.80
BC: From 10 plf at 21.80 to
10 pif at
32.64
BC: From 20 pif at 32.64 to
20 pif at
39.67
BC: From 4 pif at 39.67 to
4 plf at
40.67
TC: 169 lb Conc. Load at 22.60,24.60,26.60,28.60
TC: 162 lb Conc. Load at 30.60
TC: 369 lb Conc. Load at 32.64
BC: 2096 lb Conc. Load at 21.80
BC: 126 lb Conc. Load at 22.60,24.60,26.60,28.60
BC: 124 lb Conc. Load at 30.60
BC: 492 lb Conc. Load at 32.64
Snow Criteria (Pg,Pf in PSP)
Pg: NA Ct: NA CAT: NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Oefl/CSI Criteria.
PP Deflection in too Udefi U#
VERT(LL): 0.517 P 914 240
VERT(TL): 1.399 P 493 180
HORZ(LL): 0.119 D - -
HORZ(TL): 0.220 D - -
Code / Misc Criteria
Creep Factor,. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.616
TPI Std: 2014
Max BC CSI: 0.810
Rep Factors Used: No
Max Web CSI: 0.917
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02.02.1208.15
Wind
Wind loads and reactions based on MWFRS.
4'
0
OEM
40015A38FF5B$1B0807E4&00992E85FB
iiis itar»1vsstcen eMcdaxur3ea4ps�,nad'ass9 sealed by M�mas�i Mlarttas�
a&(�t..t€e.�iai&3foc,�ce%axcshtiwaasf�ngastfi&.1
arsi4tcnt'scnt�sie,
4tadcmpmiYhstd �:�motcrasv$crad:i'�aaada»dsrakd
asa0 ttae.". 2a enY aAis �nEa earzx be wdfbd nnaWd"twr
minx..
♦ Maximum Reactions (Ibs) i
Loc R I /Rw /Rh /RL %W
U 3000 /1680 /- /- /- 16.0
K 4119 /2345 /- /- /- 18.0
Wind reactions based on MWFRS
U Min Brg Width Req = 1.8 1
K Min Brg Width Req = 2.1
Bearings U & K are a rigid surface_
Bearings U & K require a seat plate.
I
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B
11 -10
G - H
4565 - 8087
B - C
1944 - 3486
H - I
4167 - 7355
C - D
1865 - 3323
I - J
3516 - 6196
D - E
1860 - 3321
J - K
2828 - 4972
E - F
4068 -7234
K - L
11 -10
F - G
4067 - 7233
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - T
3195 -1774
P - O
7436 -4218
T - S
3194 -1776
O - N
6313 - 3588
S - R
6033 - 3381
N - M
4556 - 25BB
R - Q
6035 - 3384
M - K
4570 - 2590
Q - P
8031 - 4537
Maximum Web Forces Per Ply (Ibs)I
Webs Tens.Comp. Webs Tens. Comp_
T- C
54 0
G- P
5W
- 266
C - S
84 -164
P - H
855
-456
D - S
2407 -1303
H - O
1492
- 776
S - E
2089 - 3714
0-1
1369
- 760
R-E
58 -39
I-N
I701
-1131
E - Q
1518 - 867
N - J
2093
-1183
Q - G
613 -1040
J - M
280
- 34
F-Q 118 -156
-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 sh! ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and'SBCA) fo'r salPety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq 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. �2efer to
60A-Z for standard plate positions.
Of
' 1 NI T, or for nandling snlppinS.1, instaw
acceptance of pro essional engim
any structure is the responsibility of
,is drawing,any failure to build the
on this drawing or cover pa e
to design shown. The suitability
care
if
orgtarnrrrtsatr
web
I I
Job Numb 'r. 36CS00044 : 5, Ply: 1 SEQN: 6864471 T21 / HIPS
4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Lab : B1 Wgt: 105.0 Ibs .. / ... 05/17/2018
5'1"14 i 9'8" 1 12' 1 16'6"2 + 21'8"
5'1"14 4'62 2'4" 4'6"2 5'1"14
=-4X4
=3X4 =bXS
SEAT PLATE REQ.
21'8" _i
Va" 2'2"4 99"12
1 + 9'8" 11'10"4 I 21'8"
Loading nteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
0.00
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
Pf: NA Ce: NA
VERT(LL): 0.054 1 999 240
B 876 / 405 / 483 /- / 149 / 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.146 1 999 180
G 812 1369 1422 1- / -
1-
BCDL:
0.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 H - -
Wind reactions based on MWFRS
Des Ld:
7.00
EXP: C
HORZ L 0.040 H - -
(T)
B Min Br Width Re 1.5
9 q
NCBCLL:
0.00
Mean Height: 20.30 ft
g
Code / Misc Criteria
Cree Factor. 2.0
P
G Min Brg Width Req =
Soffit:
2.00
TCDL: 4.psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0271
Bearing B is a rigid surface.
Load Du
ion: 1.25
psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.596
gearing B requires a seat plate.
Spacing:
4.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.201
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
1WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 D - E
814 -1083
Lumber
B - C 1034 -1559 E - F
835 -1218
C - D 834 -1222 F - G
1048 -1570
Top chor
2x4 SP #1
Bot chord 4 SP #1
Webs 2x2
SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp -
Hangers Ties
B -1 1403 -893 H - G
1417 -891
(J) Hanger Support Required,
by others
I - H 1078 -603
Wind
Member
based on both MWFRS and C&C.
A
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
�
Isign
f
C - I 321 -359 H - E
304 189
10 �0
D - 1 299 -133 H - F
336 - 379
No'
D-H 117 -110
s
aS TATE QF
40 01 SA38 FF 58 81 BO BB 7F48 00 99 2E 85 FB
rltits item haabten W.-I leafed by mau.0martins-s
�. frl., tic. �tFi&3! to tla�da� thawas aEo.� v*.�g a SN.�1
atatt{ttit3GiSu:@A Td�`e.
Pmud comes ofthisd nseerA ace notcrsW6ceed Apaxdard sealed
and ttc.�svl as.?hcnika9�etode must 4earvif�d rnaslc:trark
viyios.
I
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compone [ Safety Information, b TPI anc4'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rerrey
bracing p r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, om mnrnts ur
as appli ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to /
drawings 60A-Z for standard plate positions.
Alpine, a ivision of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in c formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p_e- _
listing th drawing indicates acceptance of pprofessions engineering responsibility solely for the design shown. The su" ability
and use f this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.
2.
Job Number: 36CS00044 Ply: 1 SEQN: 686451 / T34 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 1 FROM: GLM DRW:
Truss Label: B2 Wgt: 89.6 Ibs .. / ... 05/17/2018
8'4"
8'4"
SEAT PLATE REQ.
13'4"
5'
=010
C
=5X6
D
1112X4 =5X6
21'8"
21'8"
8'4"
1
8'5"12
F
4'6"12
+
878 ,
8'5"12
13'0"8
21'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.042 G 999 240
B 876 1529 / 489 / - / 132 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.115 G 999 180
E 812 / 480 / 428 / - /- /;-
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.019 F - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.035 F - -
B Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 20.02 ft
Code / Misc Criteria
Creep Factor. 2.0
E Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.611
Bearing B is a rigid surface.
9 9
�
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.510
Bearing B requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Max Web CSI: 0.107
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply
(Ibs)
Loc. from endwall: not in 9.00 it
Chords Tens.Comp. Chords Ti:ns. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 D C - D 948 -1256
Lumber
B - C 936 -1419 D - E 935 -1423
I,
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Sot Chord Forces Per Plyi(lbs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Hangers / Ties
B - G 1238 -759 F - E 1243 -752
G - F 1244 - 760
(J) Hanger Support Required, by others
Wind
Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
���'°� "
Webs Tens. Comp' Webs Tens. Cam p'
2n
e
C - G 262 - 30 F - D
C - F 180 -168
- 91
40 01 5A 38 FF 58 8180 BB 7F48 00 99 2€ 85 FB
ThU Item'6as Escrs ctc :b srad arAs lad by fAareaelM Unw,
&�j;^!.. iCs.Cai`Sa3} cx� th,a�m�x sMswn at; iga s�l�a
a�dsendcsnx.�4a.
2r�ead crgiirsa3x�s dacr^raxa»a aroF crx�fad �meaiand salad
and ssmhen%mUa ca*nwk WwAfed m=vd"tmNz
C*as.
"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, byy TPI anc7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary tined,
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, 67 or 610, npr x}itarus Atz
as applicable. Apply plates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. 12efer to 1 ,
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinf�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 drrawing 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 ANSIITPI 1 Sec.2.
For more information see this lob's general notes page and these web sites: ALPINE: www.al ineKw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com: ICC: www.Iccsafa.orq
r Job N
4EHB
Truss
T
1
1-260100044 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL I PQty:11 I FROM: GLM55 / T18 /HIPS I DRW:
B3 Wgt:95.2lbs / ... 05/17/2018
T 10'10" 21'8"
T El0" 3'1D" 7'
o5X8 1112X4 =5X8
C D E
1112X4 MJAU
SEAT PLATE REG.
i 21'8" �
1
T1"12
T1"12
3'8"4 3'6"8
10'10" 144"8
7'3"8
21'8"
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 too Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf NA Ce: NA VERT(LL): 0.149 D 999 240
B 1668 1996 / - / - / -
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.410 D 917 180
F 1602 / 937-
BCDL: 10.00
Risk Category: It
Snow Duration: NA HORZ(LL): 0.050 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.094 G -
(T )-
B Min Brg Width Req = 2.0
NCBCLL 0.00
Mean Height: 19.74 It
Code / Misc Criteria CreepFactor. 2.0
F Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.667
9
Bearing B r a rigid surface.
'
Load Dui ation: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.659
Bearing B requires a seat plate.
Spacing: 14.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No Max Web CSI: 0.240
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp_ Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A- B -21 D - E
2067 -334
Lumber
B - C 2051 -3469 E - F
483
2D64 -3483
I
C - D 2067 -3534
Top cho 12x4 SP #1
Bot chor 2x4 SP #1
Webs 2x SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Hangers f Ties
B - I 3137 -1830 H - G
3183 -1853
(J) Hang Ar Support Required, by others
1 - H 3167 -1839 G - F
3152 -1843
Loading
#1 hips ports 7-0-0 jacks with no webs.
P
Maximum Web Forces Per Ply (Ibs)
Wit
Webs Tens.Comp. Webs
Tens. Comp.
Wind
011
C -1 620 -191 H - E
G E
442 -270
629
Wind to I sand reactions
based on MWFRS.
a.�" * r�
C - H 462 -287 -
-200
No x '
D - H 4W -431
w ,
E 0F
STAT
40015A38FF508180BBW4&00992E85F8
SDa7x =A* Akdby 81LzsA M-Mm ,
P'r 4f1., tie.ddTi92! ¢s t�ia�affi ahawad�.� t�7ng aSFiA<3
msth¢nt�¢t:c¢a¢�u.
s7smt¢d cr�L¢seardds eftxc�snism nrncaa�tdm¢d � sad ssal¢d
snd tl�SsA2 4ri¢nt#ca#zae¢e oM�kb8 roAlbd rayaaVd¢ttmrfis..
Dios
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Compon ,Safety Information, bV TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nrre/r
bracing r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache 'ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, ......nn�rtts tte
as appti ble. Apply pplates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to,
drawingd l60A-Z for standard plate positions.
Alpine, aI ivision of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in lnformance with ANSI PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page
listing t s drawing, indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability
and us4' of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2.
Job Number: 36CS00044 Ply: 2 SEQN: 686457 / T10 / MONO
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: C1 Wgt 37.1 Ibs .. / ... 05/17/2018
4'2"15 7'
4715 271
=3X4(o
T,
F
SEAT PLATE REG.
i 7'
4'1"3
4'1"3
2'10"13
T
Loading Criteria (psfj
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
1W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.019 E 999 240
F 1779 / 1042 / 169 / - 1124
/ 80
BCLL: 0-00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.049 E 999 180
D 2096 / 1181 / 166 /- /-
/-
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.006 C - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.010 C - -
F Min Big Width Req = 1.5
I'
NCBCLL: 10.00
Mean Height: 19.95 ft
Code / Misc Criteria
Cree Factor. 2.0
P
D Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 P sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.186
9 9
Bearing F is a rigid surface.late.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.570
Bearing F requires a seat p
J1
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.500
Maximum Top Chord Forces Per Ply!(Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 918 -1570 B - C
!20 -29
Lumber
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x6 SP #1
Chords Tens.Comp. Chords
Tens. Comp.
Webs 2x4 SP #3
A - E 1444 -839 E - D
1375 -801
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dur.Fac=1.25 / Plate Duffac =1.25)
TC: From 55 pif at 0.00 to 55 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 193 Ib Conc. Load at 1.09
BC: 1602 lb Conc. Load at 3.06
BC: 812 lb Conc. Load at 4.40, 5.73
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
w
xSTA7rE OF
40 015A39 FF 50 8180BB 7F+18 00 99 2ER5 F€3
TM 3tam Las be aledroftkayj-V.d srds aladby rA"tl Martine4
I €Z uc.c47%EEf an Mc dasvomwa ab�%: a 8nga5a6A 1
aient�atazss3+s.
FM1zd CC91=Qfdds dreomsat emmat cowimod sayts ad and sealed
and the 5"A,TaY'tfietltiGltiSX12ffiiC k9lEit Ed YBtIr��Q1affi`yvCtC{tfAf3�
*Vw'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E - B 1311 - 722 C - D �60 - 30
B - D 933 -1603
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI ancTSBCA) for safety practices prior to performing these functions. Installers shall provide tempora crheil i
bracing per BCSI. Unless noted o1herw[se,top chord shall have properly attached structural sheathing and bottom chord shall have a propely
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, I t Tarl�rrrs nz
as applicable. Apply'plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to I
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�iComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSII fPI 1, or for handlin% shippin�q, installation and bracing of tivsses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 8u[iding Designer per ANSIITPI 1 Sec.2.
Job Num
11
r. 36CS00044
Ply: 1
SEQN: 6841391 T13 / JACK
4EHB Ha
�en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Qty: 10
FROM: DJH
DRW.
Truss La1111�
I: BJ1
Wgt 11.21bs
.. / ... 0511712018
12
5
C
2X4(A1) B T
co
D
SEAT PLATE REQ.
1'
1'
Loading 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 too Udell U#
LOG R / U I Rw / Rh / RL I W
B 148 / 96 / 132 / - / 41 18.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 11 119 / - / - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D -
C -13 / 27 127 ! - 1- / 1.5
Des Ld: 37.00
EXP: C
HORZ L : 0.000 D - -
(T )
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL 10.00
Mean Height: 18.49 ft
TCDL: 4.2 psf
Creep Factor. 2.0
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.162
C Min Brg Width Req = -
Load Du r lion: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.014
Bearing B is a rigid surface.
Spacing: 4.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
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.
Lumber
A-B 23 0 B-C 25 -14
Top cho
2x4 SP #1
Bot char
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member
i esign based on both MWFRS and C&C. B - D 0 0
047109
ar
IVP STATE OF,
40015A3EFF51381BOB37F4800992E95FB
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atzNlCMt`.�7 "�"sa tAf a_
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we tie--Wlzuthent5caz codec^trzsfhas MdMajdedrark,
Ios_.
I
"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses quire extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Installers temporary
Compon [ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. shall provide y.
bracing r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
910,
��111
attach pid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or
as appli ble. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise, hefer to lmnz AWL
drawing 6OA-Z for standard plate positions.
Alpine, a ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
bracing this drawing
truss in nformance with ANSI PI 1, or for handling shipping, installation and of trllsses.A seal on or cover page. ,
listing tq's drawing responsibility solely for the design shown. The suitability
indicates acceptance of professional engineering
and uses of this thawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
For more i4jormation see this job's cieneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.iccsafe.org
!1
Job Number: 36CS00044 Ply: 1 SEQN: 6864611 T12 / JACK
4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW:
Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 05/17/2018
12 C
TT
r th
T
2X4(A1) B r-
1 A
D
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: 11
EXP: C
Des Ld: 37.00
Mean Height: 18.91 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
i
31
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: 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 1 Mist: Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.164
TPI Std: 2014
Max BC CSI: 0.075
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
40015A38.FF5881:BOBB7F490O992E95FB
M Item tmtR makC4r ys�«ndd and asafcdby barAW Martine,
L?E(ri. PF71921 m M¢ daa amwa abeme wjng a sHr"L
atie2Y,entfta3�aa¢aeJa.
Pnemd coadsaldii drx"m Awe not crx4d ad gdnddaels lad
and thc.Y.£•'v zsz9henbtaticr cc9e rnut bavedfbd rnanydectmne:
=Im
♦Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL I
B 191 /101 1147 /- /84 /8.0
D 51 /8 140 /- /- /1.5
C 63 /57 /21 /- !- /,1.5
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 Ply, (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 24 -86
Maximum Bot Chord Forces Per Ply {Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[ Safety. Information, b TPI anr7'SBCA) fo) safety practices prior to performing these functions. Installers shall provide temporarryy
- BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
iiid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins [led per BCSI sections B3, B7 or 610,
e. Apniv 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
h9 1, or for n
acceptance
any structure
failure to build the
g or cover pa e
In. The su" bility
rrrrey.
ndrjrDjfettts,tu
F4E
b Num er: 36CS00044
HB Haden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
usslah0l: BJ3L
T
F,
Loading criteria (psf)
Wind Criteria
TCLL:
20.00
Wind Std: ASCE 7-10
TCDL:
7.00
Speed:,160 mph
BCLL:
0.00
Enclosure: Closed
BCDL:
10.00
Risk Category: II
EXP: C
Des Ld:
37.00
Mean Height: 18.70 ft
NCBCLL
10.00
TCDL: 4.2 psf
Soffit:
2.00
BCDL: 5.0 psf
Load Du
tion: 1.25
MWFRS Parallel Dist: 0 to h12
Spacing:
.0"
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top cho 2x4 SP #1
Bot chor' 2x4 SP 91
Wind
Member design based on both MWFRS and C&C.
Wgt 114.0 Ibs I FROM: GLM 9 / T30 / JACK I DRW;
10
SEAT PLATE REQ.
/'fir � I 3, J
05/17/2018
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): NA
B 278 / 169 / 243 1- / 104
18.0
Lu: NA Cs: NA
VERT(TL): NA
D 47 118 154 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.005 D -
C 45 / 41 118 I - 1-
/ 1.5
HORZ(TL): 0.006 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.678
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.151
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/l0(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. Camp.
A-B 44 0 B-C
17 -74
No 047182
�w
� »;.
-S`,
40 01 5A 38 FF 5B 81 BO BB 7F48 00 992E 85.FB
ThU Item t=Lem akarwkafyslgnad and sraied by FAaeazel iiiartin",
(rl. l[c. 0471921 a the date stmwa abawn tans a SPA4
a U'eiCCidoliemade.
FrIsted copina3'tis daec-rs Awtmmrcc Wi zds�m iand zeaiad
aas6 ihxKS, as.4hrfniicats�suxde mrat ba xrer!! rmasydectraris
aim
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses ( quire extreme care in fabricating handling] shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compon f Safety Information, by TPI and'SBCA) to) safety practices prior to performing these functions. Installers shall provide temporary rt�y�
bracing $r BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om mnerfts,is:
as appli llle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to /
drawing 160A-Z for standard plate positions.
Alpine, a�ivision of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page
listing Itt s drawing B
indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and usf of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
ff
Job Number: 36CS00044 Ply: 1 SEQN: 686466 / T11 / JACK
4EHB Hayden-2601 "H" OL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 8 FROM: GLM DRW:
Truss Label: BJ5 Wgt: 16.8 Ibs / ... 05/17/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
I'm
SEAT PLATE REQ.
1E �'51
SE
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 19.33 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C$C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60.
Wind
Member design based on both MWFRS and CBC.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.007 D -
HORZ(TL): 0.008 D -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC.2017 RES
Max TC CSI: 0.301
TPI Std: 2014
Max BC CSI: 0.178
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
0
40 015A 38 FF 513 83. 80 BB 7F49 00 99 2E 85 FB
rfaEt itaashssbam ek q�aadsa9 sasiasi6y rAasuael rdart§ita,
PE (FL. uc_64aua2l as tape dada shawaa6aye WngaSY.A 2,
si#IeEtGcakidxaeadu..
t'd copinef6k d=awa gm vot mrd&ftdEfgnad�adsms!ed
sad tivt.?efaE2 sr4heaf aSIIca code n",k be redhad-ea myd=tra,,k
CaLiQE.
C
M
T
CV
04
I
♦ Maximum Reactions (Ibs) i'
Loc R / U / Rw / Rh / RL / W
B 261 /133 /189 /- /128 /8.0
D 89 /17 !68 /- !- /I1.5
C 117 1106 /43 /- /- 11.5
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 Ply, (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 45 -100
Maximum Bot Chord Forces Per Ply;(lbs)
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
uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byY TPI anr7 SBCA) for safety practices pnor to performing these functions. Installers shall provide temporaty
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 of 810,
e. Aociv plates to each face of truss and position as shown above and on the Join f Details; unless noted otherwise_ f`tefer to
a division of
i NI 1, or tor nar
acceptance of
any structure is
failure to build the
g or cover page
in. The suitability
dney i
onrlronents; �tr
r
r
r
Numt r:36CS00044 Ply: 1 SEQN: 684206 / T19 / JACK13 Ha en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty1 FROM:GLM DRW:
ss Lab, t: BJ5A Wgt: 15.41bs / ... 05/17/2018
T
Is]
A
t
5
51
Loading I
riteria (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 too Udell U#
LOG R / U / Rw / Rh / RL I W
A 193 184 / 121 / - / 107 / -
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 90 120 / 72 / - ! - / 1.5
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.008 C -
B 122 1110 / 47 / - / - / 1.5
Des Ld:
37.00
EXP: C
HORZ L 0.010 C - -
(T )-
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL
10.00
Mean Height: 19.54 ft
Creep Factor. 2.0
A Min Brg Width Req = -
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.312
C Min Brg Width Req = -
B Min Brg Width Req = -
Load Duration:
1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.184
Spacing:
4.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/l 0(0)
Mfg Specified Camber:
Chords Tens.Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
A- B 47 -102
Lumber
Top choi Maximum Sot Chord Forces Per Ply (Ibs)
Bot chor, 2x4 SP #1 Chords Tens.Comp.
Hangers Ties A - C 0 0
(J) Hang r Support Required, by others
Wind
Member i esign based on both MWFRS and C&C.
'$ sa ,
4.
cr
*.
�c
�� N "
NN
d
SEA'':
40 015A 38 FF 5B 8Y SO BB 7F48 00 99 2E 95 FB
Tbit it¢mh= barn mlectTs,Txtca ytd oad and: salad by Mataee9 Marthea,
PeCR. Lk. G4rit12tnnthe datashownAbana vdag aSKs A
asAW,dn - md&
,-mud 'epfts oftfdt daw=a arm not ca W&md iiez and malad
and t}sc Sr.A«i av2icnt§ca8�arofl¢n�at3an vsdfcd eat aays-0ectmrk '
cm�iet.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Trusses quire extreme are n fabriSH THIS c ting, hanndlinWlNG TO shippiinng, installing and bracing.NCLUDING THE Referr to and followsTALLERS
he latest edition of BCSI (Building
Compon n[ Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary cttreti
bracing r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy
attache ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, 67 or 610, om torrent
as appli ble. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to t,
drawing 160A-Z for standard plate positions.
Alpine, �vision
of ITW BuildnQQComponenisGroup Inc. shall notbe responsible for any deviation fromthisdrawingany failure to build the
truinformance with ANSI/ fPl 1, or for handlingf shipping, instllation andbracing of Wsses.A seal on this drawing or cover page,listingdrawinindicates acptaceof pro esiona engineering responsibility lyforthe design shown. The sutabilityand usf this gnawing for any structure is the responsibility of the Suilding Designer per ANSIlTP11 Sec.2.
Job Number: 36CS00044
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Truss Label: BJ5L
T
SEAT PLATE REQ.
Ply: 1 SEQN: 6864111 T9 / JACK
City: 1 FROM: GLM DRW:
Wgt:18.2lbs .. / ...
C
05/17/2018
.II
I}I
I
5'
1
5'
Loading Criteria (psn
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 / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 335 / 190 / 269 / - / 149 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 86 / 10 / 73 / - /- / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 D
C 107 / 96 / 32 / - 1- 1 i1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.006 D -
Wind reactions based on MWFRS
NCBCLL: 00
Mean Height: 19.12 It
Code / Misc Criteria
CreepFactor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.395
D Min Big Width Re -
9 q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.169
C Min Brg Width Req =Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply Flb
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens.
Lumber
A - B 44 0 B - C 141
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply, (Ib:
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
B - D 0 0
40 015A38 FF 55 81 H0 BB 7F 4B t70 gg 2E 85 FB
IM Item han btc% ebammk4ysiped aid a.aladby Va".1 Markimm
IE r(n. 11c.04TS821 onfa daxa'4mwaabeM WA a SHA-1
aattiendkaABmowa.
tud.:tPi" af"doce =ntaacmot cenAdered 14nad and=hd
and ft V.Aa Jwdhetnlnn Code muut WV dfnd—amp dectronFc
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
ing�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31 PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page
Is acceptance of professional engineering repponslbility solely_for the design shown. The suitability
- 97
nt�eya i
onr/h�nentx nr
any
ral nc
Job N
4EHB
Truss
Loading
TCLL:
TCDL:
BOLL:
BCDL:
Des Ld:
36CS00044
1-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
EJ7
T /
SEAT PLATE REQ.
WPiygL 123 Ibs I FROM: GLM68 / T14 / EJAC I DRW'i
C
05117/2018
7'
riteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Z0.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
B 334 / 169 / 234 / - / 174 / 8.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 126 / 25 198 / - / - / 1.5
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.015 D - -
C 169 / 155 163 /- / - / 1.5
37.00
EXP: C
HORZ(TL): 0.025 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
10.00
Mean Height: 19.74 ft
Creep Factor. 2.0
B Min Big Width Req = 1.5
TCDL: 4.2 psf
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.489
C Min Brg Width Req = -
Load Du lion: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.362
Bearing B a rigid surface.
Spacing: 4A "
P 9�
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/l0(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.
Lumber
A-B 23 0 B-C 65 -127
Top chorc 2x4 SP #1
Bot chord 4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member ; esign based
on both MWFRS and C&C.
B - D 0 0
No 047182
STATE OF
40 01 SA 38 FF 5B 81130 BB 7F48 00 99 2€ZS FB
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aE(FL,t€a.d-srsH2)ont c a5:rs wreafxa uc#ngastwl
a 1hentk=eAcada.
FNnd c.pteselttvsd«raxmamamaacensldmed ttx x�dsealed
and the SiAd aa.ThentSratssnsada rnc2t$a>aerdfie<t maeryd"trank
=IDL
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"9MPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses uire extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Compon Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryV crtrey.
bracing r BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro My
attache rid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 910, ovi laments ne
as appli e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t
drawings 60A-Z for standard plate positions.
Alpine, a ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in c nformance w!th ANSI PI 1, or for handling, shipping, installation and bracing of ttrusses.A seal on this drrawing or cover page_
listing th ( drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the guiiding Designer per ANSI/TPI 1 Sec.2.
I'
Job Number: 36CS00044 Ply: 1 SEQN: 686419 / T22 / EJAC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW:
Truss Label: EJ7L Wgt: 23.8 Ibs .. / ... 05/1,712018
C
12
5
_
i+)
p .I
B
2X4(A1)
at
A
D
SEAT PLATE REQ.
2' T -!
7'
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#
LOG R / U / Rw / Rh / RL / W
B 402 1222 / 308 ! - / 194 1;8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 124 119 196 I - / - 111.5
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.012 D - -
C 162 / 147 / 56 / - / - / I1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.020 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 19.54 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.OD
TCDL: 4.2 psf
BCDL: 5.0sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.465
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.352
C Min Brg Width Req = - I
Bearing B is a rigid surface. I'
Spacing: 24.0 "
P 9=
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
13
40 01 5A 38 FF 58 81 BOW 7F 48 00 48 2E 85 FB
MU l Itemtft hazb tlettr�c :fie nad=4 uafcdby tAas KUrtbtpy
uc. rA7MUfantha daw shoun abaaubo aSKA-3
sentka38 nWda.
meted cnptnafoddmurwt ma not CwAidmd lwad and salad
aad the nwz zuniies+imtionmde emut to m f4drac mydrnmriz
c€*ias.
r
P- P-
A-B 44 0 B-C 62 -125
Maximum Bot Chord Forces Per Ply, (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, 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 temporaryi arts;,
bracing per BCSi.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have'bracing insTalled per BCSI sections B3, B7 or 10, nmtttrtts ue
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for, any deviation from this drawindg any failure to build the
truss in conformance with ANSIIf PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ .
listing this drawingg indicates acceptance of pr ) 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.
? I
Job Number: 36CS00044 Ply: 1 SEQN: 684299 / T20 / HIP_
4EHB Ha}�en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 5 FROM: GLM DRW.
Truss Lab 1: CJ7 Wgt: 37.8 Ibs .. / ... 05/171201 B
Loading
TOLL:
TCDL:
BOLL:
BCDL:
Des Ld:
NCBCLL
Soffit:
Load Dui
Spacing:
Lumber
Top chi
Bot chor
Webs 2r
Hipjack
Wind
Wind to
T
1 �
SEAT PLATE REQ.
5'1
5'1
9'10"1
4'5"13
n
VY i
9'4"2
91
151 P
'1 '1
riteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions
(Ibs)
20.00
Wind Std[ ASCE 7-10
Pg: NA Ct: NA
CAT: NA
PP Deflection in loc L/defi U#
Loc R / U
/ Rw
/ Rh / RL
! W
B 324 1198
/ -
/ - / -
/ 10.6
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.025 C 999 240
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.068 C 999 180
E 368 1 121
I -
! - / -
11.5
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.008 F - -
D 206 1216
1-
/ - / -
/ 1.5
EXP: C
W- d f b
d
MWFRS
37.00
3.00
Mean Height: 19.74 ft
g
Code / Misc Criteria
HORZ(TL). 0.015 F -
Creep Factor. 2.0
n reac ions ase on
B Min Brg Width Req = 1.5
2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0405
.
E Min Brg Width Req = -
tion: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: O.6D9
D Min Brg Width Req = -
Bearing B a rigid surface.
4.0 "
C&C Dist a: 3.00 it
Rep Factors Used: No
Max Web CSI: 0.311
Bearing B requires a seat plate.
Loc. from endwall: NA
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.
A-B 8 -6 C-D 65 -70
2x4 SP #1
B - C 557 -673
2x4 SP #1
SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Dports 6-11-8 setback jacks with no webs.
B - F 647 -518 F - E 0 0
and reactions based on MWFRS.
11
E3
40 01 SA38 FF 5B 8180 BB yf 48 00 99 2E 95 FB
Thu Item?aabxen ala sbgxied r-A x lad by ma--ml m rtgiez
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 553 - 691
'?£ {FL. lic.�i7182(Unii3s�4s ahtrwa¢ alxase w'fng a 53§�3
acad�efltfiiQd3ild.
metedtwuamediidotianootminnot awAii%knediiimtism idd
mrtd the si not ba Vedli ra mwdectronk
CMlos.
"WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Compon" �'l
Safety Information, by TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary crrrey
bracing p BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper yattachetl id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applic e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to nm/xrtren{s,uc
drawings 60A-Z for standard plate positions.
Alpine, a ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in c nformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing tF( s drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use�1 of this drawing for any structure is the responsibility of the Building Designer per ANSII TPI 1 Sec.2.
Job Number: 36CS00044 Ply: 1 SEQN: 684193 / T36 I VAL r r
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: MV1 Wgt: 19.6 Ibs .. / ... 05/1712018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
-494
a
I- 5'11"6 _I
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
EXP: C
Mean Height: 20.31 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details,
5'11 "6 J
5'11 "6
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl
Pf: NA Ce: NA
_L/#
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.011 C - -
HORZ(TL): 0.016 C - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.322
TPI Std: 2014
Max BC CSI: 0.265
Rep Factors Used: Yes
Max Web CSI: 0.203
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
i
s P
T
40015A38FF5081BOBB7F4800992E95FB
Thu itemrvxs and sealadby Lurel martinet,
PE€rt. Lk.R47.FH24 an Me daft sfoutt AGM WOO a S%& l
av�terit9cttr�¢zdc,
'e rtatadcopuscl" 40tw=A= vat c &TOA%4=d mid =6a
=d ttfe--FA i_'antimti mdern�t be xnr3faed an evydectrarir
csPias..
♦ Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh / RL /jW
D• 75 130 146 / - / 15 171.4
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing A is a rigid surface.
i
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 34 -93
I
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. III
A-C 160 -1
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 229 -137
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI anSBCA) tot sa>Pety practices prior to performing these functions. installers shall provide temporary
BCSI. Unless noted olherwise,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 bracingQ installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face. of truss and position as shown above and on the JoinTDetails, unless noted otherwise. {2efer to
60A-Z for standard plate positions.
a division of
azzcy� i,
piriv entsoir
its drawin any failure to build the
on this drawing or cover page
te design shown. The suitability I
any
• I
Job Numb r: 36CS00044 Ply: 1 SEQN: 684195 / T35 / VAL
4EHB Ha en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM �13 . RW:Truss Lab 1: MV2 Wgt:14.0 Ibs/ ... 05/17/2018
12
B
5 III 2X4
A 3X4(D1) °O
rn 1112X4
3'11 "6 J
3'11"6
;311fiiiL
Loading
TCLL:
TCDL:
riteria (psf)
20.00
7.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Defl/CSI Criteria
PP Deflection in too L/defl L/#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or'=PLF
LOG R / U / Rw / Rh / RL / W
D` 75 127 / 45 / - 114 147.4
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.004 C -
D Min Brg Width Req = -
Des Ld: 1
37.00
EXP: C
HORZTL 0.004 C - -
( )-
Bearing A is a rigid surface.
Code / Misc Criteria
NCBCL
4 10.00
Mean Height: 20.72 It
CreepFactor. 2.0
Soffit:
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.152
Maximum Top Chord Forces Per Ply (Ibs)
Load Du
tion: 1.25
BCDL: 5.psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.122
Chords Tens.Comp.
Spacing:
24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.089
A - B 25 -60
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
Lumber)
Top chor' 2x4 SP #1 A - C 123 1
Bot chor 2x4 SP #1
Webs 2 SP 93 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Wind
B-C 157 -88
Member�Iesigrk based on both MWFRS and C&C.
l Notes
See iDWP VAL160101014 for valley details.
X
10,
40 015A38 FF 513 8180 B5 7F49 00 99 2E 85 FB
Thu Item; has.lkr t ao"ated'by Vas AMartinvr
PE(FL. rts.r47uizj on tiisd 2e aiww(a a u^.alg a DWI
a4 Itu rrtsatimrage.
?tbtnd zwhsea itfds dry mr== matcxa.4eeared 14rAh=d=alad
=ti the n:Knrrt£eatiassuxde ms the qufficd.cvaa de:tmrs1s
=TA. :
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses qquire extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building
Compon of Safety. Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy er/rey
bracing r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro efly
attach ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, otr3 ranents>are
as applie�nformance
e. Appty, plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to f
drawing60A-Z for standard plate positions.
Alpine, vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in with ANSI PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and usgl of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more i {{oration see this iob's aeneral notes oaae and these web sites: ALPINE: www.aiDineitw.com: TPI: www.tpinst.ora: SBCA: www.sbLindustrv.com: [CC: www.iasafe.orq
Job Number: 36CS00044 Ply: 1 SEQN: 684198 / T16 / VAL
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: MV3 Wgt 11.2 Ibs / ... 05/1712018
12
5 L-,-
B
i
A=3M(D1) -�
o
T
Loading Criteria (psi)
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: Il
EXP: C
Des Ld: 37.00
Mean Height: 21.14 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
Additional Notes
See DWG VAL160101014 for valley details.
1 1' 11 "6 -�
1' 11 "6
1'11"6
Snow Criteria (Pg,Pf in PSF)
Defl1CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.004 B 999 240
D* 75 120 / 42 / - / 10 / 23.4
Lu: NA Cs: NA
VERT(TL): 0.007 B 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.002 B - -
D Min Big Width Req = -
HORZ(TL): 0.002 B - -
Bearing A is a rigid surface.
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.022
Maximum Top Chord Forces Per Ply
(Ibs)
TPI Std: 2014
Max BC CSI: 0.055
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.000
A - B 0 -13
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply, (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
I
A-C 50 -1
i
40 015A39 fF 5B 8180 BB 7f 48 CO 99 2E 85 FB
"fatxltarrshas .nekt s sdmdualadbye.Eae�.• Ihbrttnss,
��L..its.mxxtE3¢aa�thxnda3e.�leawKatierma�nga5x�ta ' I'
aAatlierdt¢ttrns�9a
a'Sraatmdeq�Nsscaicfis dtX==t rx not carAdmd opld xtd mind ,
and ttsssi��,x xahfaent4�Aicsaszr9crosct Psa ro�rii� ceca�rdesrm�
myins.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, b TPI anc7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary�rneY
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propprly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, pnr rnttent air
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinii��Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawing indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Num
r: 36CS00044
Ply: 1
SEQN: 686472 / T33 / COMN
4EHB Ha0
en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL - '`
Qty: 2
FROM: GLM
DRW:
Truss La
I: 4C1
Wgt 36.4 Ibs
/ ...
05/17/2018
5'
10,
i
j- 5'
5. I
12
C=4X6
4 p
5'
=2X4(A1)B=2X4(A1)
to 5 A
F
E
wcA'r
SEAT PLATE REQ. SEAT PLATE REQ.
10'
5' 5'
Loading
Iriteria (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 Udefi U#
Loc R / U / Rw / Rh / RL / W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.016 F 999 240
B 433 1205 1272 / - / 79 / 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.033 F 999 180
D 433 1205 1272 / - / - / 8.0
BCDL:
10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.005 F - -
Wind reactions based on MWFRS
Des Ld:
37.00
EXP: C
HORZ L 0.007 F - -
�)
B Min Br Width Re 1.5
g q
NCBCL
10.00
Mean Height: 15:00 ft
g
Code ! Misc Criteria Creep Factor: 2.0
P
D Min Brg Width Req = 1.5
Soffit:
2.00
TCDL: 4.psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.320
g
Bearings B & D are rigid surface.
Load Du
lion: 1.25
BCDL:5.0 sf
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.213
Bearings B & D require a seat plate.
Spacing
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.078
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 19 0 C - D 810 -638
Lumber I
B- C 809 - 638 D- E 19 0
Top cho d 2x4 SP #1
Bot chor 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2 1. SP 93
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - F 575 -620 F - D 575 -620
Member Jesign based on both MWFRS and C&C.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 206 -48
40 015A38 FF 58 81 B0 BB 7F48 00 99 2E 85 FB
Ytalx lCamicaafsaan e4azlr�tjzS�sedsrs.9 s�zled 6y i [ar�..1 Marttnrz.
,n (FL. Lk. 0v'ZSg j an dim dzlft cIva Akan 9rlk�g a SFA�3
sentscati�sa,
P,rald cco3nofafva dw,s tm not c=Jd'ated Oar d: ds Ind
and ttut&4AA as:R ant'scaticawcatle muaY U WAfaedMw Vfdactmnsk
"WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eqquire extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Compo n[ Safety Information, b TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporaryrrn r
bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
attach riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1, otn �otrrnrs,
as appli ble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to i
drawing 160A-Z for standard plate positions.
Alpine, division of ITW BuildinlComponents Group Inc, shall not be responsible for any deviation from this drawin any failure to build the
truss in nformance with ANSIfi PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawmg or cover page_
listing t is drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitabrlrty
and us of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.
2.
Job Number: 36CS00044 Ply: 1 SEQN: 686478 / T43 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 1 FROM: GLM DRW:
Truss Label: 4C2 Wgt: 44.8 Ibs __ / ... 05117/2018
r T
3 15
12
4 p
3' 7' 10,
3' 4' 3'
C=
u
III LA4 = JA4
SEAT PLATE REQ. SEAT PLATE REQ.
10,
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: li
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/
Spacing: 24.0 "
C&C Dist a: 3.00 tt
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac =1.25/ Plate Dur.Fac.=1.25)
TC: From 55 plf at
-1.00 to 55 plf at 3.00
TC: From 27 plf at
3.00 to 27 plf at 7.00
TC: From 55 plf at
7.00 to 55 plf at 11.00
BC: From 4 pif at
-1.00 to 4 plf at 0.00
BC: From 20 pif at
0.00 to 20 pif at 3.03
BC: From 10 pif at
3.03 to 10 plf at 6.97
BC: From 20 pif at
6.97 to 20 plf at 10.00
BC: From ' 4 pif at
10.00 to 4 plf at 11.00
TC: 97 lb Conc. Load at 3.03, 6.97
TC: 62 lb Conc. Load at 5.00
BC: 118 lb Conc. Load at 3.03, 6.97
BC: 49 lb Conc. Load at 5.00
Wind
Wind loads and reactions based on MWFRS.
I
T
3'1"12 3'6"12 3'3"8
1'
3'1"12 6'8"8 10,
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (ibs) j
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL ! W
B 629 / 268 ! - / - / - / 8.0
Pt NA Ce: NA
VERT(LL): 0.029 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.077 G 999 180
E 629 / 268 / - / - / - / 8.0
Snow Duration: NA
HORZ(LL): 0.009 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.016 G - -
B Min Brg Width Req = 1.6
Code / Misc Criteria
Creep Factor: 2.0
E Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.234
Bearings B & E are a rigid surface.
2
TPI Std: 2014
Max BC CSI: 0.319
Bearings B & E require a seat plate.
Rep Factors Used: Yes
..
Max Web CSI: 0.064
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.Chords Tens. Comp.
PlateType(s):
VIEW Ver: 17.02.02.1208.15
l
A - B 19 -14 D - E 4W -1292
B - C 485 -1299 E - F 19 -14
WAVE
C - D 442 -1252
40 015A 38 FF 50 8180 66 7F 4800 99 2E 85 FB
viuir itarrih=bem meads Iadby r.Ummmartt
P(n,ru.r47UZfonVia daft Sh4wit abom ugt,sasNa.1
atachantdcatlzcsa.
r"§l=d ccPt"0164 i bau ''&= not comli=ad Via:md=Alad
.rid tl� SH A,1zutrcantSta te¢fa MWtt. awsMd as d"trank
mains:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1213 -445 G - E 1206 -447
H - G 1235 -443
Maximum Web Forces Per Ply (Ibs) i
Webs Tens.Comp. Webs Tens. Comp.
C-H 162 0 G-D 168 0
C-G 17 0
li
"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 anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary clrrey
bracing per BCSI.. Unless noted o herwise,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 �10, �nents nr
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to F
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Fnr mnra inf-firm _can this inh'c nanerai notes na"e and they_ weh sites" ALPINE, www.alnineihwmm[ TPI: www.tninst ara: SBCA: www.sbdndustrv.com: ICC: www1cmafe.orq
Job Numtil
11
r: 36CS00044
Ply: 1
SEQN: 6864211 T27 / JACK
4EHB Hay
en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Qty: 6
FROM: GLM
DRW.
Truss Lab
I: 4BJ1
Wgt: 11.2 Ibs
.. / ... 05/1712018
12
4 F,�
C
2X4(A1) B
to
3"115 A ti
D
SEAT PLATE REQ.
1'
1'
Loading
riteria (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 U#
Loc R / U / Rw / Rh / RL / W
B 147 1100 / 133 / - / 29 / 8.0
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 10 Ill / 19 / - / - / 1.5
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.000 D -
C -13 /24 / 26 I - I - / 1.5
Des Ld:
37.00
EXP: C
HORZ L 0.000 D -
(T )-
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCL
10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.172
D Min Brg Width Req = -
C Min Brg Width Req = -
Load Du
lion: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.018
Bearing B is a rigid surface.
Spacing:
4.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Rep
Max Web CSI: 0.000
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)
I
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.028.15 0
2.1
Chords Tens.Comp. Chords Tens. Camp.
Lumber
A - B 19 0 B - C 20 -9
Top cho
d 2x4 SP #1
Bot chor
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member
design based on both MWFRS and C&C. B - D 0 0
It Ar
M62
40
STATE OF m
u
t�
SMAL.
40 015A 38 FF 55 8160 BB 7F48 00 99 2€ 35 FB
This itam haabcm ckdcexaCAY3 �d and aemlmd by FA*,,A haatttaca,
?E. (FL. UY .047.1117.1 to Oiadaac mtwwa at : m wing a SM 3
sumcn0 a wde.
�Ead csanmscsittaa d�r_cr,;xiaia:4m nu4crsssiacand d�ssad zmakd
aAd tka 5e3ssk�ae4hanffict&semc roflern�4�.mr4f� �tacg dectmr�ic
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require
Compon
bracing
extreme care in fabricatingg handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
of Safety Information, byy TPI an fbi safety practices prior to performing these functions. Installers shall provide temposry rt7te!t
BCSI.. Unless have sheathing and bottom chord shall have a
l
attache
as appli
r noted olherwise,top chord shall properly attached structural properly
dq. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10 ot3r ronl nts ux
ble. AppTy to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. (Refer to F
drawing
plates position
160A-Z for standard plate positions.
Alpine,
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
this drawing
truss in
listing t
nformance with ANSIl7 PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ .
is drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and us
of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
For more irti
oration see this !ob's general notes page and these web sites: ALPINE: wwwA ineitw.00m; TPI: www. inst.o ; SBCA wwwsbcindu .com; [CC: wwwjccsaFe.orq
Job Number: 36CS00044 Ply: 1 SEQN: 686423 / T26 / JACK
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW:
Truss Label: 4BJ3 Wgt: 12.6 lbs / ... 05/,17/2018
12
4 C
3T5
SEAT PLATE REQ.
TTLO
11
i
i
1
31
Loading Criteria (psq
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#
Loc R / U I Rw / Rh / RL /IW
B 190 / 87 1151 / - / 57 18.0
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 49 17 / 38 / - / - ! 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D -
C 62 / 43 125
Des Ld: 37.00
EXP: C
HORZ(TL): 0.002 D - -
Wind reactions based on MWFRS �
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Cree Factor. 2.0
p
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 P sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.171
D MiB WidthRe
n q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.072
C Min Brg Width Req = -
Bearing B is a rigid
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate. i
a seat p
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Wind Duration: 1.60
Plate Type(s):
WAVE
Maximum Top Chord Forces Per Ply, (Ibs)
Ch d T C Ch d T' C
VIEW Ver: 17.02.02.1208.15
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
0
40015A38FF5081.BD8137F4800992E85FB
rttitltam'hazbemc{c s nada A14ata byUUUdWittncs,
PZrL.rtc.Ca7F631M the a5NA-1
artSsar,Ccatt�.vaaa.�e.
gv trd crg7iasortids dpecram., Mnot cmilf! 9*nodw4ti sralad
;fnl tt�V.A1 avl&w caummle nubs vedfL-d ma Vdcctmnk
rapks.
or s ens, omp. or s S. omp.
A-B 19 0 B-C 20 -61
Maximum Bot Chord Forces Per Ply'(lbs)
Chords Tens.Comp.
B-D 0 0
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component SafetyInformation, byy TPI anrTSBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy nrre!�
bracing er BCSI. Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attache�rippid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, o>?r Tortznrx ttr
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to F
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI /TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Fnr mnra infmmntinn _coo this inh c na ml nntac nano and theca wah cites• AI PINE- �ainineiiw_mm- TPI- wwwtnimt nm- SBCA www.sbdndustrv.mm: ICC: www1cesafe.ora
Job Num(ler:
11
36CS00044
Ply: 1
SEQN: 686425 I T24 I JACK
4EHB Haden-2601
"H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Qty: 2
FROM: GLM
DRW:
Truss La
� I: 413,15
Wgt: 16.8 Ibs
.. / ... 05117/2018
C
12
4 �
to
T
2X4(A1) B `— N
A
D
SEAT PLATE REQ.
5'
51
Loadinlj
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1lCSl 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
B 259 / 113 / 196 / - / 86 / 8.0
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 87 113 / 67 / - / - / 1.5
BCDL:
10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.006 D - -
C 116 / 79 / 50 / - / - 11.5
Des Ld:
37.00
EXP: C
HORZ L 0.009 D - -
�)
Wind reactions based on MWFRS
Cade / Misc Criteria
NCBCL
10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Br Width Re 1.5
9 q =
Soffit:
2.00
TCDL: 4.0 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.260
D Min Brg Width Req = -
C Min Brg Width Req = -
Load DL
i afion: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.173
Bearing B is a rigid surface.
Spacing
24.0 "
C8C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(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. Camp.
Lumbe
A-B 19 0 B-C 37 -73
Top cho
2x4 SP #1
Bot cho
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Membei
design based on both MWFRS and CBC. B - D 0 0
y
7
Z
STATE : F
oil 0
4001SA38FF5081SOBB, 7F4900992E&5FS
rf.GItet'efcasbe elcrttncs.
?� (aa., uc.aasaszl �r thm�a3e spawn aherva azdng 3 43r�8
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e'm�tadr� scrth%dacstrrrtaramryt cxs?aadzrads nesi�nd=lad
uad th2:.aR.� asrth¢ntSca�xxs�a rust 4t a�3f�.as a�dcctromk
�sias:
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eqquire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo Safety Information, by TPI and'SBCA) fog safety to these functions. Installers shall temporar�
of practices prior performing provide rznet>
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y
attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, i
as appli ble. Appty places to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. hefer to nmJx�nen/1 iu
drawing 160A-Z for standard plate positions.
Alpine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in nfonnance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page . .
listing t is drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
and us of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
Far more information see this job's eneral notes a and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com ICC: www.icrsafe.o
W
I Job Number: 36CS00044 Ply:
686434
Truss Label:Hayden4-EI 601"H" OL /DR Horton /4EHB Hayden-2601 "H' OOILWgt 114.0 Ibs FROM': G M / T4 / EJAC DRW / 05117/2018
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: 15.00It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h12
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
Plating Notes
All plates are 2X4(A1) except as noted.
(**)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Member design based on both MWFRS and C&C.
1-6"12 2'
1'6"12 } 5
12
4 p
D
1112X4(** C
B HB 3"6
A E
1112X4
F
SEAT PLATISIRIEnPLATE REQ.
i2'
1' —
1'6"12
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 F -
HORZ(TL): 0.000 F -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.149
TPI Std: 2014
Max BC CSI: 0.013
Rep Factors Used: Yes
Max Web CSI: 0.038
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
M
40 01 5A 38 FF 50 8180138 7F 48 00 99 2E95 FB
3ts1t ItensiKsztsten atc p nzd�M%aakd by ma&ml wac
F£ €R. uc. W 7=1 an the daft atwwa abem Was a silA 1
a�2isz°n�azi�zat,
meted cgpinafthh doa a= aot=%sl6meil dgacstand=hd
—z dGvtv 1--th ntkztiays d*mu.i!aa Led macydicctmak
cr1.lax:
♦ Maximum Reactions (Ibs), or *=PLF,
Loc R /U /Rw /Rh /RL
/IW
B 143 161 / 122 1- / 43
11 1I.5
E* 35 / 18 / 20 1- /-
t 22.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
E Min Brg Width Req = -
Bearings B & B are a rigid surface.
Bearings B & B require a seat plate.
I
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Teris. Comp.
A-B 19 0 C-D
,0 -5
B-C 8 -40
Maximum Bat Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens_ Comp.
B-F 1 -1 F-E 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 121 -44
*"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 anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary trrtey
bracing per BCSI. Unless noted dthenvise,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 bracing ms lled per BCSI sections 83, B7 or 10, pnr rrntrrts atx
as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildipp�L 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 drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui bility
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI1TPl 1 Sec.2.
Job Num
er: 36CS00044
Ply: 1
SEQN: 686474 / T44 / EJAC
4EHB Hay
IPen-2601 "H" OL 1DR Horton /4EHB Hayden-2601 "H" OL
Qty: 3
FROM: GLM
DRW:
Truss La
1: 4EJ3
Wgt: 12.6 Ibs
.. / ... 0511712018
12
4 C
I T0
-
2X4(A1) B M
3 A
D
SEAT PLATE REQ.
3'
ML
31
Loading
riteria (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 Udefi U#
Loc R / U 1 Rw / Rh / RL / W
B 190 / 87 / 151 ! - 157 18.0
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BOLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 49 / 7 / 38 / - ! - 11.5
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D -
C 62 143 / 25 / - 1- 11.5
Des Ld:
37.00
EXP: C
HORZ L 0.002 D - -
)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCL
10.00
Mean Height: 15.00 ft
9
TCDL: 4.2 psf
Creep Factor. 2.0
p
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
Soffit:
2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
9
Max TC CSI: 0.171
C Min Brg Width Req = -
Load Du
lion: 1.25
MWFRS Parallel Dist: 0 to h!2
TPI Std: 2014
Max BC CSI: 0.072
Bearing B is a rigid surface.
Spacing:
4.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B 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. Chords Tens. Comp.
Lumber
A-B 19 0 B-C 20 -61
Top choi
2x4 SP #1
Bot char
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member,
Jesign based on both MWFRS and C&C. B - D 0 0
.�.
STATE
R
,.-V;
Ole
I*
4ZO
SERIAL
40 01 5A38 FF 513 9180 88 7F 48 00 99 2E 95 FB
Tkb Itemtm Decraekdmn6catyzi,Acd and scaled by Panel markIn=,
?E(fL. Lk. xxaztaal= Via date 3haM a base Q Ina a SHAsl
aL"t�e�iCiGa �$d.,
sta"a40merdistf ^-t=not m"Id edtk%--4=ds¢alnd
grad k1ha k"A•4 authmtkatir n"a re-tbe m dfbd m air$ dmtmrsk
cz�ins.
*`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require
Compoq
extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
o Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary rtt�ey
bracing
er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
B3, B7
attache
as appli
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections or 610, pip �ntgntsxtr
ble. Apply to each face of truss and as shown above and on the Join Details, unless noted otherwise. (Refer to 7
drawings
plates position
160A-Z for standard plate positions.
Alpine,
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in
listing t
and us
nformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ .
is drawing indicates acceptance of professional engineering .responsibility solely for the design shown. The suitability
of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more i I
ormation see this job's general notes pacte and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ' SBCA www.sbcindu .com' I= www.Iccsafe.orq
Job Number: 36CS00044 Ply: 1 SEQN: 686429 / T17 / SPEC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 7 FROM: GLM DRW.
Truss Label: 4EJ6 Wgt: 25.2 Ibs / ... 0511712018
T
CV
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 "
SEAT PLATE REQ.
6'
Wind Criteria
Wind Std: 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 ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Wind
Member design based on both MWFRS and C&C.
rr
T
zo
5'8"8
_ I
5'8"8
Snow Criteria (Pg,Pr in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi L/#
LOG R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.014 E 999 240
B 290 1125 1216 ! - 1101
18.0
Lu: NA Cs: NA
VERT(II 0.036 E 999 180
D 218 1116 / 139 /- /-
/,3.0
Snow Duration: NA
HORZ(LL): 0.005 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.010 E
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
D Min Brg Width Req = 3.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.225
Bearings B & D are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.209
Bearing B requires a seat plate.
I
Rep Factors Used: Yes
Max Web CSI: 0.179
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Teris. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 19 0 B - C
19 -121
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-E 82 -96
Maximum Web Forces Per Ply (Ibs) . I
Webs Tens.Comp. Webs Tens. Comp.
D - E 102 -20 C - D 849 -632
No
°"
�
«
e '
to
III
STATE
itRALAI
40 01 5A38 FF 58 81. BO 813 7F 49 00 99 2E 85 FB
rhklu his foam eked g rad wd ssaladhy tdamael Martb .
. tX llt.047162t as thadara shown abawa VJA9 a VA4
innd olin awda.
Nkt.d rcaln taftlih drr�nt irenot aani&aad opadand waled ,
ar.6 tiu �::M2 u.�ent9wt�tuxda na�at�a^rsif3drnaasyy6actrorak
croylas.
**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
Comp onent Safety Information, b TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide tempos arrey
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�erly
Hach ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per SCSI sections 83, 67 or 10, �7r1r )pnent5 6r
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to t ,
drawings 160A-Z far 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 ANSIIfPI 1, or for handlia, shippinV, installation and bracing of trusses.A seat 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.
I A I
F
Num r: 36CS00044
B Ha�en-2601 "H"OL/DR Horton /4EH6 Hayden-2601 "H"OL
ss La I: 4CJ3
3 A
12
2.83
2X4(A1) B
E
SEAT PLATE REQ.
Wat 15.4 Ibs I FROM: GLM76 / T45 /HIP_ I DRW; 05/17/2018
C
N
D
�• 1'Stt
�
4t2113
412rr3
--��
Loadin
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#
LOG R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
E 149 176 /- /- /-
110.6
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 69 / 4 1- 1- ! -
11.5
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D -
C 35 / 5 / - / - / -
/ 1.5
Des
EXP: C
Mean Height: 15.00 ft
HORZ TL 0.003 D - -
( )
Wind reactions based on MWFRS
CLLd:
NCBCL
10.00
: 10.00
Code / Misc Criteria
Creep Factor. 2.0
E Min B Width Re 1.5
� q =
Soffit:
2.00
TCDL: 4.2 psf
BCDL:5.0 sf
BldgCode: FBC 2017 RES
Max TC CSI: 0.078
D Min Brg Width Req = -
=
Load D
tion: 1.25
P
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.107
C Min Brg Width Req -
Bearing E is a rigid surface.
Spacing:
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing E 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. Chords
A-B 9 7 B-C
Tens. Comp.
9 -2
Lumbe
Top chc
d2x4SP#1
Bot cho
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Wind lo Ids
and reactions based on MWFRS.
B - D 0 0
0
40 01 SA 38 FF 58 81 SO8B 7F48 00 99 2E 85 FB
Xi UIUMIu6crn alazastt; jzaw. red' ssarasiW ert o dt,Rarttnz.,
°x^E €rt, tk.C472P�.} enCheeYam,mhcwn ateama�ga sHk*i
aa^theat�a&xs�1a,
aibmd rrxptasofdis dar-rr=; not consi dsigna3aad mind
�d tz V14.2 entsattesa code mmt ho verified otamydmtmnk
sa&has:
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusse require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo enf Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly rrner I
attache npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, m rafl�>lts tte
as app(I able. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 7
drawings 160A-Z for standard plate positions.
Alpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss i conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing his drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and u e of this thawing for any structure is the responsibility of the Building Designer per ANSIiTPI 1 Sec.2.
t
Job Number: 36CS00044
Ply: 1
SEQN: 686432 / T29 / SPEC
4EHB Hayden-2601 "H" OIL /DR Horton /4EHB Hayden-2601 "H" OL
City: 1
FROM: GLM
DRW:
Truss Label: 4CJ7
Wgt: 42.0 Ibs
/ ...
05/1712018
577
8-1"9 1
5'7"7
2'6"2 1"
2.83 p
T
3X4C
1113X4(R D
T
0
C14
=2x4(A1)e
A
=2X4 E
1113X4(R) F
-�
h
N
SEAT PLATE REQ.
8'S"1
15 65"11 27"14
{' 55"11 8'1"9 {.
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
. I 1
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
LOG R / U / Rw / Rh / RL
/IW
TCDL:
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.012 G 999 240
H 258 1153 1- l - l -
/I1(
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.035 G 999 180
E 475 / 199 / - / - / -
/,31
BCDL:
10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): 0.003 F - -
Wind reactions based on MWFRS
Des Ld:
37.00
EXP: C
HORZ(TL): 0.007 F - -
H Min Brg Width Req = 1.5
NCBCLL:
10.00
Mean Height: 15.00 ft
TCDL 4 2 psf
Code / Misc Criteria
Creep Factor. 2.0
P
E Min Brg Width Req = 3.0
Soffit: 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2017 RES
Max TC CSI: 0.202
Beanngs H & E are a ngid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.267
Bearing H requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.257
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Wind Duration: 1.60
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1206.15
II
A - B 9 -7 C - D 44 -82
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 0 plf at -1.41 to
54 plf at 0.00
TC: From 2 plf at 0.00 to
2 plf at 8.42
BC: From 0 pif at -1.41 to
4 plf at 0.00
BC: From 2 plf at 0.00 to
2 pif at 8.42
TC: -3 lb Conc. Load at 1.41
TC: 124 lb Conc_ Load at 4.24
TC: 231 lb Conc. Load at 7.07
BC: 20 It, Conc. Load at 1.41
BC: 99 lb Conc. Load at 4.24
BC: 175 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
t
40 013A38 FF 50 8180 BB 7F48 00 99 2E85 FB
r%lt lratni.b¢an ak¢ - p:ignad atdxcafadby M2M.1MzrtWM
, (1.Lk.C47122t onthadMa4 shown aba'a WaS a 51-WI
aa.ffiF¢aSGq:ieas ¢csie.
ftmadcTmoofthk dwLrea= not crsutdaarad sknadaasd scaled
and ma d"trark
tattiat.
`"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
B-C 276 -616 �!I
,I.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 595 -257 G - F 579 -255
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
i
G-C 186 -25 E-F 367 -132
C - F 260 - 595 D - E 635 - 709
i
iaComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
31 PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drawing or cover page
!s acceptance of professional engineering responsibility solely for the design shown. The suitability
i
t7rrey
- ON7,wients m
any
MI nr
Job Num r: 36CS00044 Ply: 1 SEQN: 684267 / T40 / SY42
4EHB Ha en-2601 "H" OL 1DR Horton /4EHB Hayden-2601 "H" OL Qty: 6 FROM: GLM DRW:
Truss Laq�l: FT1 Wgt: 141.4 Ibs .. / -.. 0511712018
6'8"
6'8"
r 12 2 6" 2 6" r2r�
1115X6(R) =3X4 =6X8 1112X6
AB C D E F G
8P0"4
2'
19'4"
10'5"12
Il
1'4�— 2'6"-3"123„12 2'6 17
"�
=3X4
==5X6 W=3X4 1112X4 1112X4
H I J K L M N O P
'I�� II Illy ��►� i i♦ i_♦ ui'
�,����s'�, O� �� III
iS .._.._�.�.v._._,_._rr
1112X4 =4X10 =5X6 W=3X6
19'4"
-
-1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.355 H 641 360
A 1054 1- l -
I - ! -
/ 3.0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.620 H 466 240
Q 1070 / - / -
/ - ! -
/ 4.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.046 O - -
A Min Brg Width Req
= 1.5
EXP: NA HORZ L 0.064 O - -
Des Ld: 55.00 (T )-
Q Min Br Width Re
g q
1.3
Mean Height: NA It Code / Misc Criteria CreepFactor. 2.0
NCBCLL 10.00
Bearings A & Q are a rigid surface.
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0-632
Load Du tion: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.695
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.711
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA FT/RT.12(0)/10(0) Mfg Specified Camber:
A - B 0 0
1-1
0 0
I: NA GCp!: NA Plate Type(s):
B - C 0 -1133
I - K
0 -3906
Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15
C - D 0 -1101
K - L
0 -3906
Lumber
D- F 0 -2723
L- M
0--3188
E-F 0 0
M-N
0 -3188
Top chor 4x2 SP #1
F - G 0 -4303
N - O
0 -1838
Bot chor 4x2 SP #1
G- H 0 -4324
O- P
3 0
Webs 4x SP #3
H - I 0 -4318
Plating otes
All plates are 4X6 except as noted.
Maximum Bot Chord Forces Per Ply (Ibs)
Deflectio
Chords Tens.Comp.
Chords
Tens. Comp.
1�� ))
Al
AB -AA 0 -1
V - U
4167 0
Max JT RT DEFL: LL: 0.35" DL: 0.32". See detail
DEFLC B1014 for camber recommendations.'
AA- Y 2129 0
Z- Y 0 0
U - T
U- S
0 0
3668 0
ve
Y- X 3427 0
S- R
2614 0
Additio 1 Notes
+ 2x6 co itinuous strongback. See detail 047102
X- W 3425 0
W - V 4324 0
R- Q
1031 0
STRBRI11 R1014 for bracing and bridging ,
recomm dations.+'
Maximum Web Forces
Per Ply (Ibs)
Webs ar square cut except dbl diagonals or as 10
Webs Tens.Comp.
Webs
Tens. Comp.
othenrois shown.
Truss mi i st be installed as shown with top chard up. " C
AB- B 15 0
U - L
331 0
?Ali
B -AA 1494 0
L- S
0 -652
AA- D 0 -1366
M- S
0 -73
D- Y 827 0
S- N
780 0
Y- F 0- 975
F- W 1304 0
N- R
R- O
0 -1080
1122 0
W-G 0 -646
O-Q
0 -1438
40015A38FF5B81BOB57F48(10992E85FB
H-V 2 -
V-I 550 -12525
Q-P
P-Q
0 -15
0 -44
*jJ item haabzenelecte °a:r y nod ana=a1.J by FAa ,,o Martbum,
1 - U 0 -365
FE (R. Lk.ra7mf CM the data stown abe m weans a SN$ 3
auttiedS64atieCAw a.
zat,tedccfa=CiWAtiom oas mot azzlduadsgn#d =iMk6
and the.m t tin str#fbd m aeydactmmLr
tz�i6L
"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
quire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
y to these functions. Installers temporary
..ompon
xacing
ittache�lb
t Safety Information, by TPI anr7'SBCA) safety practices prior performing shall provide
r BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint ofwebs shall have bracing insalled per BCSI sections B3, B7 or 610,is
(2eferto
rruey
onrt ventsngi
applie.
Applyplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.
irawing60A-Z
for standard plate positions.
4lpine,
in
ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ANSI PI 1, for handling installation bracing trusses.A seal on this drawing or cover
russ
isting this
ind asel
nfonnance with or shipping, and of
drawingg indicates acceptance of professional engineering responsibility solely for the design shown.
lof this drawing for any structure is The responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
page
The suitability
s
Job Number: 36CS00044 Ply: 1 SEQN: 684272 / T37 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 4 FROM: GLM DRW.
Truss Label: FT2 Wgt: 100.8 Ibs .. / ...
6'8" 8'8" 8'1 '4 157"2
6'8" { 21 2"4 6,8"14
2'6" 1 2'6"
1115X6(R) =3X4 =3X4 1112X4
AB C D E F
__t 1 F� �—— 2'6" —+ 17 —�
1112X4 =4X4 1112X4
G H I J K=2X4(R)
I � •' II
111: � I
1�� ��� I�
gq6w,omoz
T S R Q P O N NM
1112X4 =3X4 =3X4 1114X4 =3X6
05/17/2018
3°B T
157'2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
A 848 / - / - / - / - 113.0
M 852 / - / - / - / - % 3.1
A Min Brg Width Req = 1.5 ! ! 1
M Min Brg Width Req = 1.3 j
Bearings A & M are a rigid surface. I
I
Maximum Top Chord Forces Per Plyl(lbs)
Chords Tens.Comp. Chords Tens. Comp.
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
ht: NA ft
Mean Height:
9
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): 0.166 F 999 360
VERT(TL): 0.333 F 767 240
HORZ(LL): -0.027 J - -
HORZ(TL): 0.039 S - -
Creep Factor. 2.0
P
Max TC CSI: 0.537
Max BC CSI: 0.668
Max Web CSI: 0.553
Mfg Specified Camber:
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:12(0)/10(0)
A - B 0 0 F - G 0 -2594
I: NA GCpi: NA
Plate Type(s):
I
B - C 0 -881 G - H 0 -2334
I VIEW Ver: 17.02.02.1208.16
Wind Duration: NA
WAVE
C - D 0 -853 H -1 0 -2334
Lumber D- E 0- 2030 1- J 0 -1415
Top chord 4x2 SP #1 E- F 0 -2584 J- K 1 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
All plates are 4X6 except as noted. T - S 0 P - O 0
980
S- R 1646 0 O- N 1980 0
Additional Notes R- Q 2388 0 N- M 820 0
+ 2x6 continuous strongback. See detail .•` Q - P 2594 D
STRBRIBRID14 for bracing and bridging
recommendations.� Maximum Web Forces Per Ply (Ibs)
Webs are square cut except dbl diagonals or as �Webs Tens.Comp. Webs Tens. Comp.
otherwise shown. ( T- B 14 D G- O 0 -5B5
Truss must be installed as shown with top chord up. *10 B - S 1162 0 H - O 83 -146
_z S-D 0-1064 0-1 481 0
D- R 535 0 I- N 10 -786
R- E 0 -498 N- J 826 0
v� E-Q 520 16 J-M O -1142
Q-F 0 -273 K-M 0 -40
P-G 125 -87 M-L 0 -7
40015A38FF5881S08137F4800992ES5 F8
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rind ttva T.8i 2av*d'anYkat msa 9e mrsttaa vsa#f3ed mamVdacl.a.
claa..
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
inp,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31 PI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page
rs acceptance of pro esslona engineering responsibility solely for the design shown. The suitability
Ir any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
neral notes Dam and these web sites: ALPINE: www.alDineitw.com: TPI: www.tpinst.orm SBCA: wwwsbdndustrv.cwm; ICC: www.iccsafe
rxney
nlri/72ti�ti!itts iae
I
' I
Job Num er: 36CS00044
4EHB Haden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Truss Lill: FT3
6'8"
6'8"
f1-�— 2'6" ---1 2'6" —�-
1115X6(R) =3X4 =3X4 1112X4
AB C D E F
Ply: 1 SEQN: 684274 ! T25 / SY42
Qty: 10 FROM: GLM DRW:
Wgt:96.2lbs / ... 05/17/2018
818" 15'4" _I
2' '�' 6-8" t
1'l0"12 �{
F H �-- 2'6" 1'3" —�
1113X4(R)
1112X4 =4X4 1112X4
G H I J K
T
v
S R
1112X4
Q P O N
=3X4 =3X4 1113X4(R) =3X4
15'4"
M
L
1
Loadin
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria
♦ Maximum Reactions
(Ibs)
TOLL:
40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R ! U / Rw
/ Rh / RL
/ W
TCDL:
10.00
Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.160 F 999 360
A 834 / - / -
/ - / -
13.0
BOLL:
0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.305 F 823 240
L 850 / - / -
/ - / -
! -
BCDL:
5.00
Category: NA
Snow Duration: NA HORZ(LL): -0.026 J - -
A Min Big Width Req
= 1.5
Des
EXP: NA
HORZ L 0.036 J - -
)
L Min Brg Width Req
=
Cd
NCBCL
10-00
: 10.00
Mean Height: NA ft
9
Code ! Misc Criteria Creep Factor. 2.0
Bearing A is a rigid surface.
Soffit: I
0.00
TCDL: NA psf
BCDL: NA psf
BldgCode: FBC 2017 RES Max TC CSI: 0.530
Load D
tion: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014 Max BC CSI: 0.607
Maximum Top Chord Forces Per
Ply (Ibs)
Spacin
24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.542
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA
FT/RT:12(0)/10(0) Mfg Specified Camber:
A - B 0 0
F - G
0 -2507
I: NA GCpi: NA
Plate Type(s):
B - C 0 -863
G - H
0 -249B
Wind Duration: NA
WAVE VIEW Ver: 17.02.02.1208.15
C - D 0 -835
H -1
0 -2244
D- E 0 -1983
I- J
0 -1385
Lumbe
E-F 0-2498
J-K
3 0
Top ch
d 4x2 SP #1
Bot cho 4x2 SP #1
Webs 4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
Plating)
otes
S - R 0 1
O - N
0
All plat@
are 4X6 except
as noted.
R-Q 1612 0
N-M
193B
1936 0
Hange
/Ties
((
Q- P 2325 0
M- L
803 0
r
�
p _ O 2507 0
(J) Han er Support Required, by others
a«�y
Additi
al Notes
Maximum Web Forces
Per Ply (Ibs)
Tens. Comp.
+2x6
ntinuous strongback. See detail
Webs Tens.Comp.
Webs
STRB BR1014 for bracing and bridgingNo
047102
S - B 14 0
O - H
496 -09
recom endations.
B- R 1138 0
H- N
0 -355
Webs a square cut except dbl diagonals or as
R - D 0 -1043
N -1
426 0
otherw
a shown.
D- Q 516 0
1- M
0 -769
Truss ust be installed
as shown with to chord u
P P
STATE iDF
Q - E 0 -476
E-P 482 -20
M - J
J-L
W9 0
0 -1120
a;
P-F 0 -259
L-K
0 -15
G - O 3 - 323
K - L
0 -45
40 01 5A 38 FF 56 8180887F 48 00 99 ZE 85 FB
This lien fas bs claYtravvely*nod z�iOs Icd by 3ATr✓A Martinez
€£ MT . Lk.0471911 owthg dift Auwa abaw �'h3g u SN,#r8
"antkulz riWdm
viistad zgai=afttds dtrr;x rat not cxyrss�eiFsed andz alnd
and tines ic2sv° anbta4tca^.cede ins ttaua dfad maaydcctrank
caplm
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusse require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comp eni Safety Information, by TPI anc7'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary rrtrey
bracin er BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y
attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1Q om rttpnrs iar
as app cable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to f
draw
s 160A-Z for standard plate positions.
Alpine, division of ITW Buildin 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 his drawingg indicates acceptance of professtonai engineering responsibility solely for the design shown. The suitability
and u e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For mor information see this iob's aeneral notes Dam and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.ora: SBCA www.sbcindustrv.com: IM www.iccsafe.orq
Job Number: 36CS00044 Ply: 1 SEQN: 684279 / T38 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: FT4 Wgt 110.6 Ibs ! ... 05117/2018
5'2"4 774
5'2"4 2'
16'0"8
8'10"4
f" 1'3"
f 1 h- 2'6" --I IF"+- 2'6"12 �I� 2'6"12 �I� 2'6" 1
=3X4
=4X6 =4X6 =3X4W=3X4 =3X6 =4X6 1115X6(R)
A B C D E F G H I J KL
W V U T S R Q P O N M
=4X6 =5X6 1114X6(R) 1113X6(R) =4X4 =3X4 =4X6
I
3
r�
II
16'0"8
i
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U I Rw / Rh / RL /I W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.239 S 785 360 W 889 !
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 S 587 240 L 873 / - / - / - / - 113.0
Category: NA
BCDL: 5.00 Snow Duration: NA HORZ(LL): 0.024 N - - W Min Brg Width Req = -
EXP: NA
Des Ld: 55.00 Mean Height:
HORZ(TL): 0.033 N - - L Min Brg Width Req = 1.5
Mean NA ft Code / Misc Criteria Creep Factor. 2.0 Bearing K is a rigid surface.
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.752
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.571 Chords Tens.Comp. Chords Teri s. Comp.
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 3 0 G - H 0 -2706
I: NA GCpi: NA Plate Type(s): B - C 0 -1448 H -1 0 -2118
Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -2697 I - J 0 -881
Lumber D- E 0 -2716 J- K 10 -909
E-F 0 -2722 K-L 0 0
Top chord 4x2 SP #1 F - G 0 -2706
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Plating Notes Chords Tens.Comp_ Chords Tens. Comp.
All plates are 2X4 except as noted. W - U 842 0 R - Q 0 0
Hangers / Ties V- U 0 0 R- P 2526 0
U- T 2154 0 P- O 2526 0
(J) Hanger Support Required, by others
reeaxe T-S 2716 0 O-N 1700 0
�.� S- R 2844 0 N- M i0 0
Deflection �e°
Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail �`
DEFLCAM81014 for camber recommendations. Maximum Web Forces Per Ply (Ibs)
- � Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
wn A - W 0 - 58 F - R �i0 - 277
+ 2x6 continuous strongback. See detail W - B 0 -1175 R - H 252 0
STRBRIBRID14 for bracing and bridging B - U 843 0 H - P 18 24
recommendations. STATE OF U-C 0 -978 H-O I0 -554
Webs are square cut except dbl diagonals or as C - T 901 0 0-1 582 0
otherwise shown.
T-D 0 -373 1-N i0 -1100
Truss must be installed as shown with top chord up. W� ��� E - S 179 -114 N - K 1149 0
:• 7tixa�i .,• S-F 198 -395 K-M 13 0
�-
IAL
40 015A38 fF 58 81 SO 8B 7f 49 00 992E 85 FB
7hir Item 3avabs M scakd by r.Lz X'l wrkh",
FE(FL.1Pc.Cda122( on the datzsfa7r.�aat=ivs ar rtia SN i
atathendta.3�Zsa
t3ated ctjsiair i}d`5d sra£r t.:mm�axtc xrat+amd moxd d=lad
mni tte 2 h¢ns=catirasmde m�r#rm aaarYf%d ds Wyrd¢urar&
cavlm
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. • Installers shall provide temporarryy crrrey
bracing per BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppe5v
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, om mrr�rrts ur
as applicable. Apply tales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for sEMard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of pprofessions 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 lob's general notes page and these web sites: ALPINE: www.al inedw.coni; TPI: www. inst.o SBCA www.sbdndu .mm' ICC: www.iccsafe.org
Job Number:
36CS00044
Ply: 1
SEQN: 6842811T39 / SY42
4EHB H41:
en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Qty: 1
FROM: DJH
DRW:
Truss L
FT5
Wgt: 42.0 lbs
/ ... 05/17/2018
6"
1'2"4
1 r2n4
= 33X6 - 3BX6 - 3CX6
E
=3X8 1112X4 =3X8
34"8
Loading
riteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
F 579 / - I - I - l - / -
TCDL:
10.00
Speed: NA mph
Pf. NA Ce: NA
VERT(LL): 0.012 B 999 360
BCLL:
0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.021 B 999 240
D 682 / -1-
BCDL:
5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.002 D - -
F Min Brg Width Req = -
Des LcF
55.00
EXP: NA
HORZ(TL): 0.002 D - -
D Min Brg Width Req = -
Code / Misc Criteria
NCBCL
10.00
Mean Height: NA ft
TCDL: NA psf
Creep Factor. 2.0
P
Soffit: I
0.00
BCDL: NA psf
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.546
Maximum Top Chord Forces Per Ply (Ibs)
Load Du i
ation: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014
Max BC CSI: 0.213
Chords Tens.Comp. Chords Tens. Comp.
A - B 0 -4 B - C 0 - 30
Spacing
24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CSI: 0.177
Loc. from endwall: NA
FT/RTA2(0)/10(0)
Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: NA
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber F- E 580 0 E- D 580 0
Top cho P 42 SP #1
Bot choi I 4x2 SP 91
Webs 4 SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
toads
Special A- F 0 -28 B- D 0 -718
--(Lu ber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) F - A 0 -49 C - D 0 -176
TC: Fr 100 Of at 0.00 to 100 plf at 3.38 F - B 0 -752 D - C 0 -,28
BC: Fr m 10 at 0.00 to 10 at 3.38
pif plf , B - E 50 -11
TC: 8 91b Conc. Load at 1.85 .,
+��ef
Hange /Ties a .
(J) Hang r Support Required, by others y N
Additio al Notes
Webs a square cut except dbl diagonals or as
otherwit shown. Ift
Truss rr st be installed as shown with top chord up.
STATE
a
ON
40 01 SA38 FF 59 81B0 BB 7F48 00 99 2E 85 F8
this ik"m It= =r =Ifadby Waal Mart
F£ (FL. Ert.047.Ea21 an tha aat2 slwxva aboa V—Mg aSMA
dL'�iCnYaG±�b➢4A39C.
f§iatedcap�%smrdazs` drr�A= not cm-A&red skr�d mti sealed
ma6 tiaesRA 5mmt ba.vulfad on=Vdedrank
mplm
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporary
Campo of Safety Information, byy TPI anc7'SBCA) r safety practices prior performing shall provide d�
bracing er BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
B3, B7
attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or B10, �dr ronerux tre
as applir I e. Appfy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to f
drawing 160A-Z for standard plate positions.
Alpine, a division of ITW Buildincci�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page, ,
the The
listing t is drawing indicates acceptance of professions engineering responsibility solely for design shown. suitability
and us of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more i ormation see this job's Qeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA: www.sbcindu .mm; IM www.icosafe.org
Job Number: 36CS00044 Ply: 1 I SEQN: 684288 / T1 / SY42
4EHB Hayden-2601 "H" OIL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: FT6 Wgt: 120.4 Ibs .. / ... 05/171201 B
1'8"4 7'1 "12 91"12
1'8"4 55"8 2'
1�74� 1 q
�+ 2'6" --1 1-11" �{
1112X4 1112X4
2X4(R) =8X14 ==-4X4 W=3X4
A B C DE F
T T Z
'v
1
18,
8'10"4
1
9"4�}� 2'6"12 �{� 76"12 — 2'6" 1
1112X4 =3X6 =4X6 1115X6(R)
G H I J K LM
�_IY X W V U T S R Q P O NI
X8 1116X6 =4X6 W=H0308 1112X4 =4X6 =-4X10 1112M,
11
18'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria
♦ Maximum Reactions (Ibs)
111
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
LOG R I U / Rw
/ Rh / RL
I W
TCDL: 10.00 Speed: NA mph PF NA Ce: NA VERT(LL): 0.325 G 650 360
Y 1512 / - / -
/ - / -
/ 4.0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.569 G 473 240
M 1032 / - 1-
1- / -
13.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 O - -
Y Min Brg Width Req
= 1.3
Des Ld: 55.00 EXP: NA HORZ(TL): 0.068 O - -
M Min Brg Width Req
= 1.5
Mean Height: NA ft
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0
Bearings Y & L are a rigid surface.
9 9
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,846
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.894
Maximum Top Chord Forces Per Ply[Ibs)
Chords Tens.Comp. Chords Tens. Comp.
" Re Factors Used: Yes Max Web CSI: 0.694
Spacing: 24.0 C&C Dist a: NA It
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber:
A - B 1 0
G - H
0 -3864
I: NA GCpi: NA Plate Type(s):
B - C 0 -2537
H - 1
0 - 3564
Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15
C - D 0 -3507
I - J
0 -2649
Lumber
D-E 0-3507
J-K
0 -1074
E - F 0 -3854
K - L
0 -1105
Top chord 4x2 SP #1
F - G 0 -3867
L- M
0 0
Bat chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Special Loads
Chords Tens.Comp.
Chords
Tens. Comp.
(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)
Y - X 1734 0
S - R
3842 0
TC: From 100 plf at 0.13 to 100 plf at 18.00
BC: From 10 at 0.00 to 10 at 17.73
X - W 1734 0
R - Q
3227 0
plf plf
TC: 579 lb Cone. Load at 1.81 °'
W - V 3169 D
V- U 3690 0
Q - P
P- O
3227 0
2071 0
Plating Notes �a��*� a r� '
U - T 3867 0
O - N
.0 0
All 3X4
T - S 3842 0
plates are except as noted.`"W,
a
No.001,7182
Deflection m
Maximum Web Forces
Per Ply (Ibs)
Max JT VERT DEFL: LL: 0.32" DL: 0.24". See detail
Webs Tens.Comp.
Webs
Tens. Comp.
DEFLCAMB1014 for camber recommendations. AN
Z-Y 0 -7
G-T
�47 -50
` '
Additional Notes 4' �r
A-Y 0 -28
Y- B 0
T-H
H- R
I- 14
d 10
+ 2x6 continuous strongback. See detail ,
o,
-2266
B - X 30 - 8
R - I
-388
457 0
STRBRIBR1014 for bracingand bridging
recommendations. 9 9
B- X 10 - 3
I- Q
20 -4
1 a� ae#
Webs dbl diagonals
B-W 1031 0
I-P
J10 -786
are square cut except or as e�$y
'
W - C 0 - 879
P - J
805 0
otherwise shown.
C - V 470 0
J - O
10 -1343
Truss must be installed as shown with top chord up.
V - E 0 -378
O - L
1458 0
E-U 340 0
L-N
13 0
40 015A38 FF 56 81 B0 BB 7F 49 00 99 2E 95 FBI
U-F 0 -241
'
Thu itam1=beenclad - s ad W4 tcakd by raarq MartL=,
pv?F . 1tt.947.1132f an the dateshawn abow Winger sxAi
av�anipsa�rsszmte
�
x^mdxop�s�rrhxs docex�a ma nmuamii�asd nod xnd saal�d
snE 2trt �UEo-2art:es9ceudcceo mzaPva»�rif�! cn sale d¢ctwrak
=pigs.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Camp. -
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections
have a properly
63, B7 or 810,
pm
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise.
{2efer to
T �frents nr
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI g P1 1, for handling installation bracing trusses.A this drawing cover
conformance with or shipping, and of seal on or
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.
q�awing
page _ ,
The suitability
and use of this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more informalion see this'ob's general notes pacle and these web sites: ALPINE: www.al inefw.com: TPI: www. 1nst.o ; SBCA' www.sbcindu .mm; ICC: www.tccsafe.o
Job Mum r: 36CS00044 Ply: 1 SEQN: 6842911 T32 / SY42
4EHB Ha den-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OIL Qty: 9 FROM: GLM DRW:
Truss La l: FT7 Wgt: 112.0Ibs / ... 05M7/2018
7'1"12 1 9-1"12 18'
7'1"12 2' 8'10"4
r 1'3" f "1
13„121�� 3„1� �8 12�-- 2'6"12 2-6"12
1114X4(R) =3X4
2X4(R) =4X6 =4X6 W=3X4 =3X4 =3X6 =4X6 1115X6(R)
A B G D E F G H I J K L MN
3"8"8 Z
Y X W V U T S R Q P O
= 4 6 =4X6 =4X6 1113X4(R) =3X4 =3X4 =4X4 =4X10
W=H0308
18'
Loadini Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.308 H 684 360
Y 982 / - l -
l - 1-
14.0
BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.545 U 534 240
N 982 / - / -
/ - / -
/ 3.5
BCDL: 5.00 Category. NA Snow Duration: NA HORZ(LL): 0.043 P - -
Y Min Brg Width Req = 1.3
EXP: NA HORZ( TL) 0.059 P
Des Ld: 55.00
N Min Brg Width Req = 1.5
Mean Height: NA ft
NCBCLI. 10.00 Code / Misc Criteria Creep Factor. 2.0
Bearings Y & M are a rigid surface.
9 9
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.819
Load DL ration- 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.955
Maximum Top Chord Forces
Per Ply (Ibs)
Spacing 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.652
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber:
A - B 1 0
H -1
0 -3441
I: NA GCpi: NA Plate Type(s):
B - C 0 -1684
I - J
0 -3275
Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15
C - D 0 -2872
J - K
0 -2470
D- E 0 -2872
K- L
0 -1009
Lumber
I
E - F 0 -2872
L - M
0 -1039
To cho 4x2 SP #1
P
F-G 0 -3422
M-N
0 0
Bot cho 14x2 SP #1
G - H 0 -3440
Webs 4 SP #3
Plating otes
Maximum Bot Chord Forces Per Ply (Ibs)
All plate are 2X4 except as noted.
Chords Tens.Comp.
Chords
Tens. Comp.
Deflect
Y- X 955 0
T- S
3484 0
n"
X- W 2380 0
S- R
2991 0
Max JT ERT DEFL: LL: 0.31" DL: 0.30". See detail
DEFLC MB1014 for camber recommendations. " e*
� Rip
W - V 3282 0
R - Q
2991 0
0
a F i- e
V- U 3440 0
U- T 3484 0
Q- P
P- O
1945
0 0
Additio I ial Notes - w' .
,
+ 2x6 cc ntinuous strongback. See detailNo
Maximum Web Forces
Per Ply (Ibs)
STRBR R1014 for bracing and bridging tom- tart
Webs Tens.Comp.
Webs
Tens. Comp -
recomn, ndations.
Webs a square cut except dbl diagonals or as
Webs
Z - Y 0 -7
H - U
194 -242
otherwi shown.
A - Y 0 -40
U -1
356 -358
Truss n ist be installed as shown with top chord up. % STATE Of:
"
Y - B 0 -1330
I - S
0 -369
.a�
B- X 1014 0
S- J
386 0
.
X-C 0 -967
C- W 670 0
J- R
J_ Q
21 -23
0 -708
y
D- W 0 - 99
Q- K
730 0
W-F 0 -629
K-P
0 -1260
yi
1370 0
F-V 735 -15
P-M
40015A38FF5B81BOBB7F4900992E85FB
V-G 0 -537
M-O
13 0
ThhItemiraaDecnclazt»as y iadmd:saladbyPAowomartaraz,
�{R6, tic_ Ga7afl2i et; thmdat•L.&i�xwrt'abssse u>,'a�g a sHd�i
acth ani4raHera rend a
�i'meadc ias¢iatriadagas ia'aanot CWd! erad�nm�iaad:calad
an6 aiSc�iA-i ax.3benasatievccat mmt am ars MI dan ajdectmrt
=rat.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Compo of Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryyn�,
bracing er BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall
have a properly
B3, B7
i
attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or t
as appli able. Appty plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to
om/ronent xtx
drawing 160A-Z for standard plate positions.
Alpine, division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in o_nfonnance with ANSIffPI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
for the design The
listing 1 is drawing indicates acceptance of professional engineering responsibility solely shown.
and usP of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
suitability
Job Number: 36CS00044 Ply: 1 SEQN: 684297 / T41 / SY42
4EHB Hayden-2601 "H" OL [DR Horton 14EHB Hayden-2601 "H" OL Qty: 10 FROM: GLM DRW.
Truss Label: FTB Wgt 141.4 Ibs ._ / ... 05/17/2018
9'0"8
9'0"8
q
I' Y 2712 1 2'612
m6X6 =3X4 =4X41112X4
AB C D E F G
AC AB AA Z Y X W v
1112X4 =4X10 1112X4 =5X6 W=H0308
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #1
Bot chord 42 SP #1
Webs 4x2 SP #3
Plating Notes
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.38" DL: 0.35". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
1019" 2078
1 8 8 978
f 1'3"12 {
27"4 f -31-Lf-I
W=3X4
==-3X10 =3X4 1112X4
H I J K L
=5X6 J R
2X4(R)
=5X6 1112X4
M NQ
Q P
20'3"8 -t
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
III
Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U#
Loc R ! U / Rw
/ Rh / RL
/, W
Pf: NA Ce: NA VERT(LL): 0.385 U 621 360
A 1106 1- / -
/ - / -
113.0
Lu: NA Cs: NA VERT(TL): 0.673 U 451 240
p 1110 /- / -
! - / -
! .5
Snow Duration: NA HORZ(LL): -0.061 M - _
A Min Brg Width Req
= 1.5
HORZ(TL): 0.084 M - -
P Min Brg Width Re
= 1.3
Code / Misc Criteria Creep Factor. 2.0
Bearings A & P are a rigid
surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.786
TPI Std: 2014 Max BC CSI: 0.744
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0.752
Chords Tens.Comp.
Chords
Tens. Comp.
FT/RT:12(0)/10(0) Mfg Specified Camber:
A- B 0 0
H -1
0 -4226
Plate Type(s):
B - C 0 -1197
I - J
110 -4226
WAVE, HS VIEW Ver: 17.02.02.1208.15
C - D 0 -1165
J - K
0 -3411
D- E 0- 2899
K- L
0- 3411
E-F 0-3981
L-M
0 -1947
F-G 0-4711
M-N
1 0
G-H 0-4717
I
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
AC -AB 0 0
V-U
4717 0
AB -AA 2245 0
U - T
4711 0
0
�
'
AA- Z 3554 0
Z- X 3554 0
T- S
T- R
� �O 0
3948 0
Az g �v
s
Y-X 0 0
R-Q
2T79 0
' a
X- W 4493 0
Q- P
1087 0
7
W V 4491 0
�
-
Maximum Web Forces
Per Ply (Ibs)
I,
e
ar
Webs Tens.Comp. Webs Tens. Comp.
' STATE
AC- B 14 0
U - H
255 -55
,
B -AB 1579 0
AB- D 0 -1457
H- T
T- J
0 - 819
488 0
#'v
D -AA 909 0
J- R
l 0 -730
R
E-2
Z 19 -28
R - L
858 0
SERIAL*
E-X 580 0
X F 0 710
L-Q
Q M
;0 -1157
1197 0
40015A38FF5B81.BO8137F4800992E85FB F-V 662 -79 M-P j0 -1513
ahicsealadbyv 3wxartinea V-G 18 -228 N-P 0 -40
PE(n.. WWI
asu7.a U-H 85 -18 P-O 0 7
Zwhantscab=ante.
w'ated et s¢3this doemwtaas not carul aH timed antiseaiad
and tie5'R.«?sas ,ant4catiexecode"Wk be,va,llid M my dsctmnic
testes.
"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, by TPI an SBCA) toy safety practices prior to performing these functions. installers shall provide temporary liney
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, our mnerus nr
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. k fer to t
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.alpineitw.com; TPI: www.tr inst.o : SBCA: www.sbcindu .com; ICC: www.iccsafe.o
e
®Bolse wade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP
Elm Dry 1 span No cantilevers 1 0/12 slope
BC CAL(; R Design Report
Build 653 File Name: 36CS00044-Beam.bcc
Job Nam 4EHB Hayden-2601 "H" Description: DesignslBM1
Address: Lot 44 Creekside 36CS00044 Specifier:
City, Stat , Zip:, FL Designer: GLM
Customer Company: Raney Components, LLC.
Code reports: ESR-1040 Misc:
BO
BO, 6"
B1, 7-1/
Load S
Tag Des
1 Stai
2 FT,'
3 FT1
Contro
Pos. Mc
End Sh(
Hole Sh
Total Lc
Live Los
Max De'
Span / [
Hole Lo
Hole S
BO
B1
Notes
Design
Design
Design
Calcuk
BC CA
20-07-08
Total Horizontal Product Length = 20-07-08
Summary (Down / Uplift) ( Ibs )
Total
rd Load
r Momen
I Defl.
Defl.
II/Plate
II/Plate
5,818
5,424
Floor Beam1BM1
May 17, 2018 16:40:32
Live Dead Snow Wind Roof Live
Load Type, Ref. Start End 100% 90% 115% 160% 125%
B1
Trib.
Unf. Area (lb/ft^2) L 00-00-00
20-07-08 40
15 01-00,00
Unf. Lin. (lb/ft)
L 00-00-00
20-07-08 321
119 n/a
Conc. Pt. (Ibs)
L 03-09-12
03-09-12 509
189 n/a
ry Value
%Allowable Duration Case
Location
25,804 ft-Ibs
69.1 %
100% 1
09-11-15
4,881lbs
45.9%
100% 1
01-10-00
t 2,262lbs
80.8%
100% 1
17-07-08
U313 (0.754")
76.8%
n/a 1
10-02-08
U442 (0.533")
81.5%
n/a 4
10-02-08
0.754"
75.4%
n/a 1
10-02-08
14.7
n/a
n/a 0
00-00-00
Valid
Center Elevation
Ref. Width
Height Shape
Orientation
03-00-00 8"
R 4"
Circular
Horizontal
% Allow % Allow
'a Dim. (L x W)
Value Support
Member Material
6" x 3-1/2"
5,818 Ibs
n/a 36.9%
Unspecified
7-1/2" x 3-1/2"
5,424 Ibs
n/a 27.6%
Unspecified
neets Code minimum (U240) Total load deflection criteria.
neets Code minimum (U360) Live load deflection criteria.
neets arbitrary (1") Maximum Total load deflection criteria.
ions assume member is fully braced.
CO analysis is based on IBC 2009.
)ased on Dry Service Condition.
®Boise Cascade Double 1-3/4' x 16" VERSA-LAM(g) 2.0 3100 SP Floor Beailllnk M1
Dry 11 span I No cantilevers 1 0/12 slope May 17, 2018 16:40:32
BC CALC® Design Report '
Build 6536
File Name:
36CS00044-Beam.bcc
Job Name: 4EHB Hayden-2601 "H"
Description: DesignslBM1 I
Address: Lot 44 Creekside 36CS00044
Specifier:
City, State, Zip: , FL
Designer:
GLM
Customer:
Company:
Raney Components, LLC.
Code reports: ESR-1040
Misc:
Connection Diagram
Disclosure
b
f
d
Completeness and accuracy of input must
L�
be verified by anyone who would'rely on
a
output as evidence of suitability for
particular application. Output here based
c
on building code -accepted design
• T • •
T
properties and analysis methods.
Installation of Boise Cascade engineered
a
• • •
wood products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
a minimum = 2" c = 6"
(800)232-0788 before installation
b minimum = 3" d = 12"
BC CALC®, BC FRAMER®, AJS-,
Calculated Side Load = 440.0 Ib/ft ALLJOISTO , BC RIM BOARD- +BCI® ,
BOISE GLULAMT, SIMPLE FRAMING
Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEMO , VERSA -LAM®, VERSA -RIM
g p p g PLUS®,VERSA-RIM®,
point loads, please consult a technical representative or professional of Record. VERSA -STRAND®, VERSA-sTuDD are
Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade Wood
Products L.L.C.
Construction Details
B►1 1 Top Loaded Only Correction i1
Double I -we Versa -Earn
4'7nr
See below
min.
When 2 pieces of 1-31r4' Versa-Lanfam loaded from above:
Nail 9-1/2' and 11 7M' beams w/ 2 - rows 16d box or sinker nals.
Nail 14".16" and 16" beams w/ 3 - Flows 16d box or sinker nails.
Nail 24' beams w/ 4 - rows 19d box or sinker nails.
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Oro 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00
nr, 1pn mnDh 1Jind Snead. 15' Mean Helnht. Partially Enclosed. Exoosure D, Kzt = 1.00
S
2x4 Brace
Goble Vertical
pacing Species Grade
No
Braces
(1) lx4 'L' Brace r
(1) 2x4 'L' Brace r
(2) 2x4 'L' Brace rr
(1) 2x6 'L' Bracer
(e) 2x6 •L' Brace r
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' 8'
14' 0'
14' 0'
P F
#3
3' 8'
S' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
US
u i
Stud
3' 8'
S' 9'
6' V
7' 8'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
0
f l r
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6-
10' 4'
11' 1'
14' 0'
14' 0'
QJ
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4-
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
—�
S P
#2
3' 10,
6' 7-
6' 10'
7' 9'
e' 1'
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, It,
11' 8'
14' 0'
14' 0'
(U
ID F L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, it,
Il' 8'
14' 0'
14' 0'
Standard
3' 6-
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' B'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9-
e' 10,
9' 3'
10, 7'
Il' 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'
(J
u
Stud
4' 2'
7' 1-
7' 6'
8' 9'
9' 1'
10' 5'
to, 10,
13' 9'
14' 0'
14' 0'
14' 0'
i
I� F
Standard
4' 2'
6' 1-
6' 5'
8' 1'
8' 6'
10' 5'
10' 10'
12' 8'
13' 7'
14' 0'
14 0'
O
#1
4' 7'
7' 7-
7' 11'
9' 0'
9' 4'
10' 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
0
S P
02
4' 5•
7' 6'
7' 9-
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
03
4' 4'
6' 5'
6' 10'
8' 6'
9' i'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Q1
',D
D F
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2-
5' 8-
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
It, 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
1 8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
8' 2'
8' 5-
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
u
Lf
Stud
8' 2-
8' 5'
9' 8'
10' 0'
it, 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
0
HF
1-I
Standard
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
8' 5'
8' e'
9' 11'
10, 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
X
S P
#2
h4'10'
8' 3'
8' 7'
9'9'10'
2'
Il' '7'
12' V
14'0'1'0'14'
0'
14' 0'
d
;11
#3
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'12'
0'
l4' 0'
14' 0'
14' 0'
14' 0'
I
D F L
Stud
7' 4'
7' 10'
9'8'10,
1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0-
14' 0Standard
6' 6'
6' Il'
8' 8'
9' 3'
li' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
About
able Truss
Diagonal brace option
-r
vertical length may be
doubled when diagonal
18
A
brace Is used. Connect
,
L
diagonal brace for 600#
at each end. Max web
Brace
total length Is 14'.
2x6 DF-L #2 or
g45•
better diagonal
T
I
Vertical length shown
I
brace) single
8'
In table above,
or double cut
11
1
1111
(ns shown) at
L
upper end
Connect dlagonalat
midpoint of vertic0l web. 'emu
n
I
4L
I.I -I-I
`01
t.' , I I I I I
Refer to chart above for n
aVARNIIUil.. READ AND FULLOV ALL NOTES DN THIS DRAWM
..W RTANT.. FLW4V THIS DRAWING To ALL CCNTRACTORS MCLUDDIG THE =TALLER&
� T
Trusses require extreme care In fabricating, handling, •shipping, InstalUm and bracing. Ref.re-ta and
Component Safety Information, by TPI and S➢CA1 f rN*Wety
'C
folio. thelatest edition of BCSI (""'Ing
prnctkas prior to perfonang these functt01M Installers shall provide temporary bm= per PUL
top chord shall have attached structural sheathing and bottom drord
Unless rated otherwise, properly
shell have property attached Hold cdUng. Locations shom For pernanent lateral restraint of webs
le. A to each Pnee
Apply
'lam- 'ilhl�jJ' 1111L��,
plates
B7 or Beta as a0plssbno
on the Joint 1110,Details, Vica
sections the
of teas and position all shown above and sections
sh¢t have ndOCMg ionInstalledss per above otherwise.
?:!-IT�N_QDMPeN�
Refer to drawings 160A-I for standard plot. positions
Alphe, division of ITV Buaoing Components Group Inc. shall not be resp¢n541. for any deviation f
'it
SHs-dmwln0. nv foiiure to bd the truss In conformance with ANSI/TP1 1, or for handling, shipping, —
q' t
Instattatlon-6iradn Ees.
A sect on this dra.Mp OP cover page Usdng this dra.w,g, Irdbnt.s ac[eptamce f e
ergheer4q re solely for the deslgel sham. The sWtnWlLy and use of this rYvwMg
fOr' eny strrreture�e rr"+P�tY oP the par ANS1/TPI I SecE
13389 Lakefront Drive
Earth City. MO 63045
lY
s generalnotes
ar aru`or more Information see this Job's general notes pa a and these web sites
, Tot w w.tdnctaror SM4, .w..sb.lm—t—oral IM wwwJccsoFe.ora
%
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hem-Flr
41 / #2 Standard 1 #2 1 Stud
#3 1 Stud 1 1 #3 IStdndard
Dou las Flr-Larch Southern Pine.wr
#3 #3
Stud Stud
Standard Standard
Group BI
Hem -Fir
#1 & Btr
#1
Dou to Flr-Larch Southern Pine...
#1 #1
#2 a2
lx4 Braces shall be SRB (Stress -Rated Board).
r.For Ix4 So. Pine use only Industrial SS or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
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) nails.
)KQ For (1) 'L' brace, space nails at 2' o.c.
In 18' end zones and 4' o.c, between zones.
)K)Wor (2) 'L' braces, space malls at 3' o.c.
In IS' end zones and 6' o.c. between zones.
'L- bracing must be a minimum of 80% of web
member length.
Galole Vertical Plate Slzes
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Vertical Len th
No S lice
Less then 4' 0'
2%3
Greater than 4' but
less then IL' 6'
3%4
Greeter then 11' 6'
4X4
'S"EATE OF � M
-e'Q�'_~b`'J MAX, TOT, LD. 60 PSF
AX, SPACING 24,0'
w
Gable Stud Reinforcement Detail
---ASCE- 7-10: 160= mph- =Wind-Sp-ee-d--30`—=R1ea_n Height, Enclo-seal, Exposure- C; Kzt==-1,00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr. 1?n nh Wlnri --z—a- 3n, Mann Hnlnht. Partially Enclosed. Exposure it. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace x
U) 2x4 'L' Brace x
(2) 2x4 'L' Brace
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace r
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'
8' 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'
11' Il'
13' 7'
14, 0'
U
u r
Stud
3' 6'
5' 4'
5' 8'
7' 2-
7' 7'
8' S.
9' 1'
IS' 2'
11' 11'
13' 7'
14' 0'
O
rl r
Standard
3' 6'
4' 7'
4' it'
6' 2'
6' 7-
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
Q1
41
3' 10,
6' 4'
6' 7'
1 7' 6'
7' 9'
8' 11'
9' 3'
ill 9'
12, 2'
13, 11'
14' 0'
—�
S P
#2
3' 8'
6' 1'
6' 6'
1 7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
c�v
D F L
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' Ill
8' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
to, 1'
10, t0'
13' 8'
14' 0'
Standard
3' 3-
4' 3'
4' 7-
5' 8'
6' V
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13' 0'
i
r
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
to, 1'
10, 6'
13, 3'
13' 9'
14' 0'
14' 0'
S P f
#3
4' 0'
6' 7•
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
Lf
u
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8•
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
fl P
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' It,
10' 4'
Ill 10'
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7-
8' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14 0'
S P
#2
4' 2'
7' 2'
7' S'
8' S'
e' 9'
10' 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
t0' 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
e' 5'
t0' 0'
10, 5'
12, 5'
13' 3'
14' 0•
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10, 2'
it, 0'
it, 9'
14' 0'
14' 0'
4
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
ll' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
q3
4' 5'
7' 7'
e' 1'
9' 2'
9' 6'
IO' 11'
tl' S'
14' 0'
14' 0'
14' 0'
14' 0'
lJ
u
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10' 11'
It' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
Hl F
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3-
10' 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
It' 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' B'
7' 11'
8' 2'
9' 4'
9' 8'
il' 1'
it, 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' 3'
9' t'
9' 7'
it, 0'
it, 6'
14' 0'
14' 0'
14' 0'
14' 0'
r-+
D F L
Stud
4' 6'
6' 10'
7' 3'
9' V
9' 7'
il' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' S'
6' 1'
6' 5'
8' V
I 8' 7'
l0' 11'
it, 5'
12' 8'
13' 7'
1 14' 0'
14' 0'
About
lbe-
/G"ta Truss
Diagonal brace option,
T
vertical length may be
doubted when diagonal
IB'
W
brace Is used Connect
I
L
I
diagonal brace for 690#
T
at each end. Max web
Br ce
total length Is 14'�XX
i
2x6 DF-L #e or
better diagonal
.r
Vertical length shown
brace) single
8'
In table above.
or double cut
L
1
45•
(as shown) at
upper end.
ontinuous Bearing
Connect dfagonn nt
41
111111111I
lent)
midpoint of vertical web.
to chart above
for max ga1A a y9trt(464
"WARND"C"aw READ AND FOLLOW ALL NOTES ON THIS DRAVINGI
- WORTANTu rURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE RISTA I -ER&
avi
.•� `` �` 'ri
`�� \v
Trusses require extreme care h fabricating, h—filrg, shippinii, nsWlling and brotlng. Refer to and
faltoe the latest edition of SCSI (Suit6ng Component Safety information, by TPI and SBCA) for safety
♦
practices prior to performing these functions. LhsWilvrs stall provide temporary bratl'I per BCSL
top have sheathing and bottom chord
V�•J
Unless noted otherwise, chord shall property attached structural
shall have properly attached rigid eclBng. Locations shown Par permanent lateral restraint of ebs
H3, 87 SIC, Apply to each face
= .�
shall have bracing bhstalled per above sections Or as oppticabte. plates
of truss and position as shorn above and on the dobht Details, unless noted otherwise.
= 7�
Refer to drawings 16CA-Z for standard plate positions.
Group Inc be for any deviation from
ATE OF
AN ITWODMPANY
Alpine, a division of TTV Wldinp Components shall not esponobly
this draWne, any failure to bind the truss h conformance with ANSI/TPI 1, or far harnlUna, shlpptng,
Yhstallotlon L broclg of trusses.
A seal on this drow1rg ar cover Pape UsthV this dro-I g, Imdcates —Pt— of professI—t
0 r] \�
Fn g resp lblllty solely far the de shown. The shdt&Mty and use of this drawing
or uhy stn+ethro Is the responsibility of the Building D"Wwr per ANSVTPI I Sect.
it [±1
txf K'Yya/
13388 LaeeZ' Odve
For note Information see this s Benin) notes page and these eeb sites+
�/,y�' 6iy •(!A hipt1p
¢yslfl ffJ!VA�
Each Cily.M063046
ALPIND e—lpineitw.eawl TPII —tphssttorg) SBCM www.sbcindustry.org) ICG wwwlecsafvorg
111Q
Bracing Group Species and Gradesh
Group At
Spruce- no- r Hem -Fir
#1 / 02 lStand.nd 1 #2 1 Stud
#3 1 Stud 1 #3 Standard
Dou las Fir -Larch Southern Ptnewxw
#3 #3
Stud I Stud
Standard Standard
Group Bt
Hem -Fir
#1 6 Btr
#1
Dou las Fir -larch Southern Pinewwx
#1 #1
R2 a2
lx4 Braces shall be SRB (Stress -Rated Board).
LlwFor 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades,
Gable Truss Detail Notesi
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.
Attach 'L' braces with IOd (0.128'x3.0' min) nails.
)K For <I) 'L' brace( space nalls at 2' o.c.
In 18' end zones and 4' o.c. between zones.
)KWor (2) 'L' braces, space nails at 3' o.c.
In IS' end zones and 6' ac. between zones.
1' bracing must be a minimum of 80% of web
member length.
11 Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4' 0' 2X4
Greater than 4' V, but 4X4
less than 12' 0'
+ Refer to common truss design for
peok, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall,
TOT, LD. 60 PSF
MAX. SPACING 24,0'
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
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- - - - _ —H-ipFr- ane- Details
\ / A V A AA:... =Bq Hip Frame
-i rake
2
104
Lthed
Use
ASCE
this detail
7-10, 180
for,
Mph,
30' Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame -provided by truss manufacturer.
Hip frame is designed to provide bracing for flat top
ASCE
ASCE
7-10,
7-05,
160
140
Mph,
mph,
30' Mean Hgt,
30' Mean Hgt,
Partially
Partially
Enclosed,
Enclosed,
Exp
Cat
D,
II,
or
Exp C, or
chords of
hip frame system where indicated, Flat top
ASCE
7-02,
140
mph,
30' Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
Structura
stepped hip system must be So. Pine lumber,
panels must be properly attached directly
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
To hilltt�i��l�
Uris,
Q ���
.,N OYVQ�MP4NY
1338E Lakefront Drive
Earth City, MO 63045
..WMTMT— FuwAMM na �AvVM Ta90 °AL-�+��CHIRS uMIXOM INE DIVAUXRs
Trusses requ4e ewtrene care to fobrlcating, handling, shipping, Installing and bracing. Refer to and
Pallor the taut emtlon of BCS! IBuRrBng Conpanent Snfety lnforlaatbn, by iP[ aM SeCA) far safety
practises prior to perf .. Huse functions. InstnUtrs stall provide bnporraarryy bratlrg per SCSI.
Unless noted otherdse, tap chord shall have property attached structural sheatFdnp and batten chord
shall have a proDIlly attached rl1ppm all locatbns shorn far pernonent lateral restraint of robs.
07 or DBIG,et nm PPAUA-ble. Apply plates to enrY\ Pace
shall have b g,;1 Instas s per BCSI sections the
of truss and ppoosltbn as shorn b.- and to the Joint Detn0.s, irAess rated otherwise.
Refer to drarings 16HA-Z for standard plate positions.
Alpine, a dvlslan of ITV Building Components Group Inc shall not be responsible for anyy deviation fron
this draring, any facture to "d the truss In c=Forn — with ANSVTPI 1, o— for handling, shipping,
hstnllation t bradng of trusses.
A sod on this drawing o— cover page listing this drooling, Ywlcates acceptance of prnN'easlonnl
g re ky sot far the design shown The suitability and use of this drark�
for any strucMe the respoesWkY of ti\e Bultding Des!Ww per ANSVV1 I Ser2
For nare InFornation see this Job's General notes page and these web sites
ALPINE, rwv4lpineltw.conh TPA wv%tpinst.orgl SBCM wwwabclndustrycrg/ I= rwwlcccafecrg
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REF HIP FRAME
DATE 10/Ol/14
DRWG HIPFR1801014
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Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclos_e_d,_E.x.posure_C,-Kzt=1,00 -
- - 160 mph- Wind, -30.00 ft Mean Hof, ASCE 7-9, Enclosed Btdg located anywhere In roof, Exp C, Wind DL= 5.0 sf train), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide dlagonat bracing or any other sultable anchorage to permanently restrain purtins, 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 toads.
will Refer to Engineer's sealed truss destan drawing for .1—back and base truss soecificatlons.
Detail A i Purlin Spacing = 24" o.c, or less
12
Up to 12
Spacing =
O.C. max
I —Top Chord Scab (Typical Each End) Flat top chord purtins required at both
ends and at 24' max o.c, spacing In between.
Detail B I Purlin Spacing > 24' o.c,
Piggyback cap truss slant Waited to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.51).
Up to 12 V I I I I \\
P 24n o.crila) max
Full Flat top chord purtins required at
Top Chord Scab (Typical Each End) Chord Depth both ends, purlin spacing > 24' o,c,
Notes If purtins or, sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max, and use Detalt A.
weWARNn*M. REAM AlM FDLLMW ALL WTES ON n= DMWIW vv� `� - "Az
ww1l�Q2TANTee Fll3nSN TFGS DRAWING TM ALL I�ifRACTRiS IIlL111DgiG TFE INSTALLERS `�� �/ Trusses require extreme care in fabricating, handling, shipping, hstotft and brachB, Refer to aM 1�A,
folios the latest editlan of .1 (BulidMo Component Safety Information, by TPI and SBCGU for safety \CC
procticos prior to porfon,Mg these functld l . Installer g shall provide temporary brocing par BCSI. �`` , YS
Unl s noted otherwise, top chord shell have properly ttached st—t—t sheathing and bottom chord
shalt have a property attached Nob ce!Ung. locations shorn For pent lateral restraint of ribs
shall have bradng installed per SCSI sections 83. 87 or Sla, as applicable. Apply plates to each face
lJl� of truss and posttlon as shorn above art on the Joint OeWYs, unless notetl otherrise.
f� Refer to drawings 16CA-Z for standard plate positions.
Alpine, a tavislon of ITW Wading components Group I— shall not be responsiblerom for an devlatio. f+ "ly
AN RWODMAANY this draetro, any Failure to buUd the truss in canforno xe tith ANSLTPI 3, or for hana%g. dhipp"'u, t ys� y�
M4r C)F
staltotbn L bracing of trusses. %y
A seal on this d-eft or cover page llstft this dr.Mance g, ka.*tes acceptoP professional ^`s
erg4-eerlrg resporum8lq solely far the design shmtm. The sultobNty oM Ise of this drosig d¢s,
Onw nm, W...o 1� I weer.....e1FeFH....t Nu Iadl,I,.n ANtI/iPI 1 S,vT. •.�
13389 Lakefront Drive v
Eanh City, MO 63045
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 #3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purtin using (2) bracing to the
16d box naills(0135'x3.5 ) top chord .
The top chord #3 grade 2x4 scab may be replaced
with either of the following) (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' malls, (4)
Into cap TC L (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- Nailing thru holes of
wave plate is acceptable.
le In addition, provide connection
with one of the following methods-
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XI0 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
81x81x7/16' <min) APA rated sheathing gussets
(each face). Attach @ 8' o.c, with (8) 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 #2, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) IOd box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Plaovback Plate
One 28PB wave plggyback plate to each face
@ 8' o.c. Attach teeth to piggyback at tirle of
fabrication. Attach to supporting truss with
(4) 0.120'xl.375' nails per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
SPACING 24.0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Reinf orcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
is specified on a truss design but an alternative web
reinforcement Method Is desired,
Notes:
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6010
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
<n Center scab on wide face of web. Apply (1) scab to each
face of web,
T-Reinforcement
Or T-Reinf.
L-Reinforcement; or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' a.c. Reinforcing member Is
a minimum 807 of web
member length.
T-Reinf, L-Reinf,
Scab Reinforcement;
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80Y cf web member length.
Scab Reinf.
..VARlgN(,d. READ NO Fmd.OV ALL cores w TIM BRAVING
ALL INCumBw THE INSTNIM
OW, M "'"o,
TC LL PSF
REF CLR Subst,
■.WMTANT.� nAWSH TIOS DRAWM M CQITRACTCRS
Trusres re kv eztrene care h f.brkntln FandWrg, sYJppEng, Instnl0 and brnclnp Refer to and
�.. ',
`
AAA
follow the In ¢st edition of BCSI GuShcng Corponent Softy infornotlonby TPI antl ffBLA) for safety
thew functions. Installers shall temporary bracing per BCSL
�� r }}l�I� ��
-(�,a 11
TC DL PSF
DATE 10/01/14
DRWG BRCLBSUB1014
y
�T �� r�
prat].. prbr to performing provide
Unless noted otherdse, top chord shall have properly attached structural sheathtlng and bottom hard
shall hove a properly attached rigid ce1 locations shown for perlwnent lateral restraint of webs
chnll have b Ing Inst.ged per BCSI s¢ctianr 83, B7 ar,810, as opptkable. Apply plates to each face
`�`� v0EIV&
C 9
A
C DL PSF
C LL PSF
a 11 ILJ1� 1�
111— IVr=� IL��
i truss and positlan as shown above and on the JoInt Betaes, unless noted a herwlse.
Refer to draw4igs 160A-Z for standard plate positions.
for devlatt from
= N
Alt RW�Mi�mi'
Alpine, a division of 1TV Building Components Group Inc shall not be spansible any m
faRury to build the truss In—F.... mce with ANSI/TP[ 1, or for handling, shipping,
T8
LD, PSF
73389 LakeL•ont Orlve
Earth City, MO 63045
a-nn
A seat an this dr., ar rawer page lstegl t)ar aw sees a«
e respoewWllty sdelY for the design shown The sWtabAlty and use of this draw
For an�ture Is 'the responsibility of the Building Desiprxr per A)LS[/TPL 1 SecZ
For more Information see this job's general not page and these web rites,
Al PT—vrTPL www.tabmtoro, SECA, wwwsbclndustrv.orm ICO ww.d.... fvora
jP "'� 1'1 i✓ r �i
*Sd. t Ih'`1d, �, Rhi�?f ..w\4�'
ti F
SPACING
I
Cracked___o-r_--_Brok__en=_M_emtoer- -Repair--
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member.
This design Is valid onlyy for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nall into 2x4 members using two (2) rows at 4' o.c„ rows staggered.
Nait 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' o c
Typical F—
+ o + o + o + o
o + o + o + o +
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nailsi
o = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
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
e
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
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#
r6O95#
6660#
Nlnlnun
L Distance
a1lljWdSHd■■ READ AND fDILOV ALL Id,TES UN THIS DRAVDIGf
#NJ �' '✓�, REF MEMBER REPAIR
■■DIPDRTAMo fURIDSN THIS DRAVING TD ALL CDiiTRACiaRS DCLUDD,G TIC DVSTALLERS. ,Q Q. ^Ej ✓✓
Trusses requbv extrene care In febricattrg, handlino, shipping,, instaiano and bracwg. Refer to and V\ S� y'1+- DATE 10/01/14
follow the latest edtion of BCSI Guadng Conponent Safety !n notion, by TPI and SECA) for safety
Mess
prior to peKorning these funcLons. Installers shall provide ttnpowry traclng per BCSL N�.
lMess noted otherwise, top chord shall have properly attached structural sheatWng and button d+ar ,� DRWG REPCHRD1014
shalt hove n properly ottachetl ry ceahg. Locations sham far pernanant lattral restralnt of webs
fffffI77777I /� chnll have broUng instnaed per 8GS2 6BCtIM6 H3, H7 efo, s ppllcaWe. Apply plates to each face .n.
Q 1� o I�—• of truss and position as shorn above and on the Joint Details, untrss noted otherwise.-Lr O� q
IF9 Refer to drawings I60A-2 for staMard plate positions. LTG
Alpine, o dvlslon of ITV Building Components Group Inc. shall not be responslble for any deviation fron
AN lTW COMPANY this drawkV any fall r to build the truss In conform —with ANSVTPI 1, or for handilng, shipping,
hetdbatian L bracing of trusses. �i✓ 0 �� {` `��
A seal on this drawing v cover page llstl a this drnwbg. Indicates acceptance of professlorcl ✓ "C
engtneerYg respana0islty soWy for the de showh TM sin MKy and use of t)is drawing ♦"�' FSI `f .`` s��,
far any structure Is the responNb4lty of tfu hacmg Daslgner. cer N7SI/TPi 1 SM.-13389
Earth Lak fo t63N50— ror
�wnaleilnf—on TPI this J bps general notos page end i`thoelCeweSite.
S sofaarg ',���Uf A�",; t`t��t SPACING 24,0' MAX
p 1 tpinstArgi SBCA, www.sbclndustr
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' GC MAX. LENGTH TGTRIM ILLER
f 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),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
XLATERAL BRACING IS NORMALLY REQUIRE➢ ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 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
PER THE LATEST VERSION OF ANSI/TPI,
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TAP CFIORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
kinTrn ON THIS SHEET
T USE THIS DETAIL FOR!
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR 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.
DER 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.
NOTE: 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 CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION,
SHOP APPLIED
- 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) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS <0,113x2.5') @ 3' D.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 CONE 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 CONE
FACE ONLY).
-VARNING- READ AND FDLLIIY ALL Mn3 ON TM WAVQllp
n.WI62TANT-- SMSH THIS OKAYING TO ALL CONTRAMM DIC MING 114E INSTALLERS
Trusses regWre estrene care In fabricating, handUnp, shipphp, Instnl8np and bracihg. Refer to and ��
follow the latest edition of IICSI ®adl unp Component Safety Tn orwtbn, y TP[ and DCA) for safety �T +
practices pMor to performing these functions. Installers shal provide tenporary bracing per OCSL �' V
acs rested otherwise, top chord shall have properly attached structural sheathing and botton N
shall have a properly attached Hold celling. Locations shown for permanent lateral restraint of webs
a ^� shall have and
si Installed per above
sections th O7 or DBID,etails,
as npplknbno Apply plates to each face
IIIILLLiI•lt_==—���I I of truss aM ppoosition as shown nhovn and an the ,bht Dataas, uMess rotatl otherwise.
Refer to drawhgs 16OA-Z for standard plate positions,
4'-�Alp4ro, a division of ITV INamnp Components Gravy Inc shall not be responm Ue for any devatbn f - S A 1 E Q F
N-iI�6�C-01a7PAPlY-�Inquauce_to�lgtd the irus5 in conformance rlth ANSLTPI 1, or for handpng, shipping,
A seal on this druw4q or cover pa Listing this drawhp, eepcates acceptance of
sngheerYw restiprons6lUty saldro�Y odfe5 gym, Tiro sitnbaH.Y and use of tHl
i 13389 Lakafronl Ddva Far airy s ion tin map Designer per ANSI/iP1 1 seep,
Earlh City, MO 63045 For more lhFornatlon see this Job's general notes page and these web
ALPINE, wwv.alMneitw.co+a TPD wvw.tphct.orgl SRCAJ sww.sbcMdustrygrgl I= wan
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
--- - - S-C-AB--2X4-OVERHANG
DETAIL.
ASCE 7-05 120 mph wind, CAT II, EXP C,
ASCE 7-10 160
mph wind, EXP C, Or 140 Mph wind, EXP D,
30.00 ft Mean hgt, located anywhere in
roof,
30,00 ft Mean
hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf,
Kzt = 1,00,
wind TC DL=4.2
psf, wind BC DL=6.0 psf, Kzt = 1,00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128°x3,0', min)
naps 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,
N❑TEI Add 210# uplift (max,) to reported truss uplift for wall connections.
..IwrElr F TtUS v�n+c Tea °vVi�I�+I�Rncrrn°Ns T"Iinaun°�mc TVQ'°ia£ H+sra�Rs
hsWft brochp. Refer to
�.` % , �a ^ T "'�
\i Oy I'
GENS F '�
TOTAL TOP CHORD
LOAD NOT TO
REF 2X4 SCAB O.H.
Trusses require extreme care in fah a.t1,;t, handy, sWppba, and and
!altar the latest edition of care
®u0.dlnp Component Snfety htfrmation, by Tfl and SHCA) far safety
practices prior to Performino these functions. Installers =U provide tnprary bratlr�p per BCSL
a�g� \\ F s
EXCEED 40 PSF
DATE 10/01/14
un< ss oared otherrlre, tap abed snau bare property attached structural aheathhp and bottom chord
have LO[atbns shorn far tot -rat restraint of webs
_ No fi
_
(DEAD PLUS LIVE)
DRWG ❑HSCB2X41014
d ��Q
shoU a properly ottoched rWel ce0.hp. permanent
shall have hraclrg Installed per HCSI sections H3, H7 or H1H, os a Wluble. !poly plates to each face
of truss and p rsj n as shorn above and on the Joint Detass, u ess noted otherwise.
= 1.
1
Refer to droNnps 160A-2 fr stnndord plate positions.
a dvislon of ITV Bu0.`9r�p Components Group Inc. shall not be responslWe fr any deviation Fran
Aima,
� OF
Q'ti
AN fTWCOMPANY
tW�`hem
respmamslty solelyfr the desgn sw,.n es,nyanuesroepy�'®�,���DUR,
fruct+re Is tice responsb0.ltY of the BuAdnp eestpner Per /J7SI/TPI 1 Sec2.
� \q
FAC, 1,15/1,25
SPACING 24°
Earth City MO 63045
;."r a�at..�o�°rpie: :.t.�,� � "d theicor::. �°�fr.arp
4yfpbf/; �QN�1��;tt��`��
FLPINFi h:e rp;esi ,`
Oi 12 (2) 16d TOE NAILS
1 VARIES OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
15-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
i
N.T.S.
i
12 (4) 16d NAILS
VARIES � See Connection Detail
4
OPTIONAL WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
co
CONNECTION DETAIL
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
2x4 SYP Nailer 16" Long
6'-0" MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
12
BVARIES
OPTIONAL WEB
(4)-16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
titOYl�d6
TYPICAL CORNER SET INSTALLATION
TYPICAL L ADING P.S.F. ��® E NS
s
TILE: SHINGLES: 20 20
TOP LIVE LOADMANUEL MARTINEZ, P.E.
: i ® (y O •
TOP DEAD LOADI 15 7 •�. °
BOTTOM DEAD LOAD: 10 10 "'�: •: FLORIDA REGISTERED ENGINEER
TOTAL: I 45 37 »A
STRESSIINC. 1.25 1.25 ®b ,%c LICENSE # PE 47182
WIND DESIGN: MAX. 160 MPH PER •. STATE OF �CI>
ASCE 7-10 MM. 24 O.C. o C)
**WARNING** Read &—Foto�� nol—fes on fki"s drawing— sg+a`=
Furnish this drawing to all Contractors including the installers. �ASRO . ... � — .
t
�Q1AD[111Lt
I STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4'
�Qe ATTACH SCAB WITH 10d BOX/GUN
4—0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTEd IN LIEU OF SPLICING AS SHOWN,
LAP STRDNGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STR❑NGBACK BRIDGING SPLICE DETAIL
N❑TEi Details 1 and 2
(2) 10d COMMON (0.148'x3.07 OR
BOX/GUN (0.128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4,
SCAB —ON BLOCK. ATTACH
STRDNGBACK TO BLOCK W/ (3)
10d COMMON (0148'x3.0') NAILS
OR (4>10d BOX/GUN (0.128'x3.0')
NAILS.
are the preferred attachment methods
ATTACH STRDNGBACK TO O
WEB W/ (3) Ild COMMON
(0.148'x3') NAILS OR
�
(4) lOd BOX/GUN
STRDNGBACK BRIDGING
SPACING REQUIREMENTS
UD to 1W
None re ulreci
0, to 20'
I roe fat lSater of VW
2W to W
2 rows 0 at each 1/3 )
301 to 0
3 ran 0 at Cadl U4
Byer 40
rows at ID ac
ACH S7RQNGBACK
BOTTOM CHORD WI
B10 — 3' SCREWS
STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES
NoAlt- scab-on=blocks=sshall-be-a- minimum 2x4
'stress graded lumber,'
►All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
No -The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting in an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown in
detalls, Is recommended at 10' -0' o.c. (max.)
op -The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' 1s an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' is a
recommendation for a truss system to help
control vibration, In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information),
"WAi NININ" PEAR OW FUJI" A11 WFES ON fl03 DPAWVO
TC LL PSF
REF STR❑NGBACK
eetQPI MIt" RMW 7M MAWlw To Au C131GRAcIM DE1.11 6 ME B(STNIFRS.
``�,,,
*t " fYTfRr
sses require extrecare In fabrkatfipihp , hand, st*Vkrq, Installing and bracing. Peter to and
Trusses
fouo. the latest D= (DJ1ding codvponerrt Safety kjor mtlon. by TPI and S�IU for safety
`5
E' "s'1, ,...
TC DL PSF
DATE 10/01/14
edtition of
pprractices Prbr• to perfornhp these fdeictlons. Installers slmU provide tenpar bran per BCSI.
UI1teRs noted otixrdse, tap dfiord shall have properly attached strdciurnI she°e o an�bottn+ chwd
,,�`'•:�
` ern odast;2, ,4R
BC DL PSF
DRWG STRBRIBR1014
w
shall have o property attached (mod celtin Locations shorn Far pernonent lateral restrtdnt of webs
ApK to face
A
^�' i I
(��
shall have bra �p Mtalled per B SI sections 113, 117 or DIO, ns e. plates each
�4"`"°` a,
of truss and a as ah= above and m iM Joint a tds, ess noted ar.lsa.
��;.TArt o
BC LL PSF
L�l�
ANRWGDMPANY
draw�cezltion standardor
Raft dvlslan of ITV160A-Z f&dd ing Cor ponents Cr�o� Lx. dull not be respanstble far y dev(atlan Fran
this drawing, any faaure to build the truss In cmfarnonc. aWi ANSI M I or for haidkg shipping.
'�4 ON S
=„afo-di(d4+
TOT. LD. PSF
t-tallation 4 bracing of trusses.
A seat on this d rawing or cowr poppee listing this 'd this aving. liCates accepbonce of professional40015a384F5d
ddpYowylg ,1ty solely for d"Alln shown The sdatautiby dxd use of this drdwft
6t6a�Tw5.....
- •------•
DUR, FAC. 1.00
13389 Lakefront Drive
Earth city. MO saoas
Por Mir strdcAre Is t4x responsUlty of the 1�3�g Deslbnr per ANSYTK I Sect
For nore Wornation see this Job's general notes n and these web sib
page
`"�.' "" ""•�""-"`Y"'W
SPACING
ALPIIE, www+nlpMitvsoro TPD wevtphstnrpi SiiCra wwwsbdrxlustr'YArgl ICd wwwJccvafearp