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HomeMy WebLinkAboutTRUSSSCANNED
BY
RANEY COMPONENTS
anw 19900 Independence Blvd.
Groveland, FI 34736
ompdnentSr uc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00076
Printed: Wed, May 30 2018
-Job Information.
Address:
FOR Name and License Number:
Customer Name:
Creekside Lot 76
DR Horton
8441 Cobblestone Dr
Description:
City, State, zip:
4EHB Hayden-2601 "H" OL
Fort Pierce, FL
loading Information.
Root Loads:
Roar Loads:
TC Llva: TC Dead: I BC Live: j BC Dead;
TC Live: TC Dead: BC Live: BC Dead:
20
7
0
10
40
10
0
5
Bldg. Code: Wlnd Std., Wind Speed: Bldg. Useage: Building Type: Wind Type:
FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru
43 Total 43
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
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DESCRIPTION SEQNO
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DESCRIPTION SEQNO
1 Al 2
A2
3
A3
4
A4
5 A5 6
A6
7
A7
8
A8
9 A9 10
B1
11
B2
12
B3
13 C1 14
Bill
15
BJ3
16
BJ3L
17 BJ5 18
BJ5A
19
BJ5L
20
ER
21 ERL 22
CH
23
MV1
24
MV2
25 MV3 26
4C1
27
4C2
28
4BJ1
29 4BJ3 30
413,15
31
4EJ
32
4EJ3
33 4EJ6 34
4CJ3
35
4CR
36
FTi
37 FT2 38
IFT3
39
17174
40
FT5
41 FT6 42
FT7
43
FTB
�#
Digitally signed by Manuel Martinez
/1I DNP.c=en live, oTmst ACES Business
C � Representative, ou=M AND
' ASSOCIATES P.A., cn=Manuel Martinez,
9.2342.19200300.100.1.1=A01098000
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Page 1 of 1
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Job Number. 36CS00076 Ply: 1 SEQN: 6841811 T2 / HIPS
4EHB Hayden-2601 "H" OIL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: Al Wgt: 226.8 Ibs 05/30/2018
T7"11 16'102 18'324 I '12I 4 S3 %q"5 398"
7'7'11 839 31535 314B 42 67r
7'7"11
P
=4X6
=5X6
r n_
1112X4 =4X6 =3X4 =3X4 m3X8 =3X4 =4X6 1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
39'8"
1'
T5"15 4'6"1
2'6"10 3'8"10 2'11"12 3'10"6 2'6"10
4'6"1 7'5"15
1'
T5"15 12'
14'6"1 18'3"4 21'3" 25'1"6 2T8"
32'2"1 39'8"
i
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSi Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pt NA 'be: NA
VERT(LL): 0.207 Q 999 240
B 1550 1786 / 866 ! - / 304
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.563 Q 999 180
K 1550 /786 / 866 / - /-
18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.079 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.148 M - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 22.09 ft
Code / Misc Criteria
CreepFactor: 2.0
K Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.BCDL: 5.0 psf
psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.556
Bearings B & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.602
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.817
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver 17.02.02.1208.15
A - B 23 0 G - H
1505 -2092 1
Lumber
B - C 1949 -3186 H -1
1646 -2495
C - D 1623 -2508 I - J
1623 -2507
Top chord 2x4 SP #1
D - E 1647 -2496 J - K
1950 -3186
Bot chord 2x4 SP #1
Webs 2x4SP#3
E-F 1513-2102 K-L
23 0
F - G 1432 -1893
i
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp. 1
B - T 2876 -1654 P - O
2226 -1249
e it
T- S 2872 -1654 O- N
2872 -1681
..10
S - R 2872 -1654 N - M
R - Q 2226 -1222 M - K
2872 -1681
2876 -1681
Q - P 1889 - 976
- V
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
T - C 294 -15 P - G
C-R 486 P-H
642 -448
513
-693
-682
R - E 450 - 210 H - O
448 - 207
E - Q 516 - 688 O - J
487 - 694
j4l *
7s h
F - Q 645 -449 J - M
F - P 193 -186
294 -17
40 01 5A39 FF 56 8180 BB 7F 48 00 99 2E 85 FB
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saua:
1
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! j
**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
Componengt Safety Information, bly TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rr7es
bracing per BCSL Unless noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed per BCSI sections B3, B7 or t 10, neat #zr
as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW 8uildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSII! PI 1, or for handlia, shipping, installation and bracing of hvsses.A seal on this drawing or cover page_ _
listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this ions qeneral notes paqe and these web sites: ALPINE: www.alpineihv.com; TPI: www.tpinst.org; SBCA: www.sbcindustrV.com; IM www.loesafe.org
i
Job Number: 36CS00076 Ply: 1 SEQN: 684175 / T8 ! HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 2 FROM: GLM DRW:
Truss Label: A2 Wgt: 226.8 Ibs / ... 05/3012018
T7"12 "3 14'10"2 17' 22'8" 24'9"1,� 31'5"132'�4
r 77"12 6'775 4I 5'8" f 2'1"14' 6'7"15 7 I't 71
05X8 =5X6
F G
1112X4 =H0308 =3X4 =3X4 =3X8 =3X4 =H0308 1112X4
SEAT PLATE REQ. SEATPLATE REQ.
39'8"
4'6" 2'6"10 2'5"6 5'6"4 2'7"2 2'6"10 4'6" 7'6" 1�
T6" 12' 146"1 17' 22'6"4 25'1"6 2T8" 32'2" 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Lac R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.221 Q 999 240 g 1598 1787 / 872 / - / 286 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.582 Q 999 180 K 1592 1787 / 872 / - /- , 18.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.084 M - - Wind reactions based on MWFRS
Des Ld: 37.00 (T )
EXP: C HORZ L : 0.153 M - - B Min Big Width Req = 1.9
Mean Height: 21.83 ft Code / Misc Criteria Creep Factor2.0 . K Min Brg Width Req = 1.9
NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface'
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.607
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.817
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02
_��O2 1208 1A - B 23 0 G - H 1617 -2320
Lumber B - C 1978 -3307 H - 1 1679 -2600
C - D 1656 -2628 I - J 1656 -2613
Top chord 2x4 SP #1 D - E 1679 -2615 J - K 1978 -3292
Bot chord 2x4 SP #1 E - F 1627 -2350 K - L 23 0
Webs 2x4 SP #3
F - G 1519 -2121
Bracing
(a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp.
web member_ Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails# , T - S 2983 -1668 O - N 2970 -1
715
@6"oc. S-R 2983-1668 N-M 2970 -1715
Loading l* R - Q 2338 -1251 M - K 2974 -1715
u Q - P 2134 -1085
Truss passed check for 20 psf additional bottom 4 � .
chord live load in areas with 42'-high x 24"-wide
clearance. Maximum Web Forces Per Ply (Ibs)
Z Webs Tens.Comp. Webs Tens. Comp_
Wind Wk
ow Member design based on both MWFRS and C&C. T - C 296 -16 P - G 696 -430
g *.- STATE OF C-R 486 -695 P-H 491 -609
.. R - E 413 -207 H - O 412 -206
0.0
E - Q 494 - 605 O - J 487 - 695
F-Q 728 -469 J-M 296 -17
& T F - P 193 -189
4001SA38 ff5581B08137F4900992E85FB
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Sias.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anel
bracing per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or g10, am agnQAtS nz
as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t
drawtngs 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIfTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. .
listing this drawing indicates acceptance of prot°essiona engineeringg responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the 8uiiding Designer per ANSUTPI 1 Sec.2.
For more information see this iob's-general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www.tjiinst.o ; SBCA: wwwsbdndu .coin' ICC: www.icaafe.or
Job Number: 36CS00076 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 / ... 05/30/2018
T7"11 a"3 15' 19'10" 24'8° 31'5"13 �2'p"5 39'8" i
T7"11 �" 6'9"13 + 4'10" + 4'10" + 6'9"13 7711
I
ro
=4X6
--5X8 1112X4 �zi5X8
E F G
1112X4 =— X6=3X4 =3X8 =3X4-4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 7'S"15 6'6"1 1' 4'10" 1' 6'6"1 75"15 1'
7'5"15 14' 15 19'10" 24'8" 25' " 32'2"1 398"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.211 F 999 240 B 1550 / 788 / 878 / - / 256 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.575 F 999 180 J 1550 / 788 / 878 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 L - - Wind reactions based on MWFRS
EXP: C HORZ L 0.150 L - - B Min Br Width Re 1.8
Des Ld: 37.00 (T )= 9 q -
Mean Height: 21.41 It Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8
NCBCLL: 2. 00 TCDL:4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 9 g
BCDL: 5.0 psf Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.620
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.404
Loc. from endwall: not in 9.00It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1690 -2320
Lumber B - C 2018 -3189 G - H 1679 -2465
C - D 1655 -2477 H - 1 1655 -2477
Top chord 2x4 SP #1 D - E 1679 -2465 I - J 2017 -3189
Bot chord 2x4 SP #1 Webs 2x4 SP 93 E - F 1690 -2320 J - K 23 0
Bracing Maximum Bot Chord Forces Per Ply (Ibs) i
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp.
member. Or 1x4 "I" reinforcement. 80% length of
B - R 2880 -1728 O - N 2210 -1275
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails , R - Q 2876 -1728 N - M 2876 -1754
6" oc. „�- Q P 2876 -1728 M - L 2876 -1754
" ►e P - O 2210 -1248 L - J 2880 -1754 1
Wind'
Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs)
04.7182 Webs Tens.Comp. Webs Tens. Comp.
R-C 301 -14 O-G 245 -166
C - P 523 -724 G - N 476 -218
E - P 476 - 218 N -1 522 - 724
STATE OF E - O 245 -166 I - L 301 -16
�� F-O 191 -213
40 VD
50
.'
SERIAL fk
400ISA38Fr- 5B8i80BB7F4800992E85F0
Thultamhube m mWV0%kAy0Pdd'.M16 aaaled by Maf :l MArEua, j
iH.. IlL.C$�L'r2lt5ff CiIID `Y33II 81tbaltk ah imm if°.ri3s a Sii�.l
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ccClnx.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �frrey
bracing per BCSL Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ric]id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, i�trr &rnants ur
as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to T.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
e..r......o in/nr.nnfinn — Ihie inh'e —.—I nnfx — vnd fhxn —h eife°- Al PIIJF- —alninnihu min- TPI• v✓°nu fnincf nm' RR(.A' wuM/ chdnd-4-tuff-' irr- unuw.itr_¢afe m
Job Number: 36CS00076 Ply: 1 SEQN: 684167 ! T6 / HIPS
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW.
Truss Label: A4 Wgt: 204.4 Ibs ! ... 05/3012018
i T7°12 13' 1910"26'8" 32'0"4 i 3TS" 1
f T7"12 # 5'4"4 + 6'10" 6'10 5'4"4 1 7712
:5X8 1112X4 =5X8
D E F
T ,2
5 �
1_3X4C G 3X4
rn
1 =4XT2) B H=4X6(A2)
� A
P O N M L K J
1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4
SEAT PLATE REQ.
39'8"
SEAT PLATE REQ.
5'6" 1' 5'10" 5'10" 1' 5'6" T6" 1
T6° 13' 14 19'10" 25'8" 26' n 32'2" 39'8"
T
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.230 E 999 240
B 1550 / 789 1879 / - / 226 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.625 E 999 180
H 1551) 1789 / 879 1- / -
/ 8.0
BCDL: %00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.079 J - -
Wind reactions based on MWFRSI
Des Ld: 37.00
EXP: C
HORZ TL 0.148 J - -
( )�
B Min Br Width Re 1.8
g q - I
NCBCLL: 10.00
Mean Height: 20.99 ft
Code / Misc Criteria
CreepFactor. 2.0
H Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.603
Bearings B & H are a rigid surface.
Load Duration: 125
BCDL: 5.0 psf
P
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.556
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep, Factors Used: Yes
Max Web CSI: 0.437
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
VIEW Ver: 17.02.02.1208.15
A - B 23 0 E - F
1927 -2716
Lumber
B - C 2032 -3163 F - G
1800 -26W
C - D 1800 -2636 G - H
2O31 -3163
Top chord 2x4 SP #1
D - E 1927 -2716 H -1
23 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp_ Chords
Tens. Comp.
Member design based on both MWFRS and C&C.
B - P 2852 -1737 M - L
2377 -1406
P - O 2.848 -1737 L - K
23R -14W
,�
MA
O - N 2377 -1380 K - J
2848 -1763
N-M 2377-1380 J-H
2852 -1764
Maximum Web Forces Per Ply (Ibs)
.,
Webs Tens.Comp. Webs
Tens. Comp.
:.
P -C 250 -17 M-F
434 -313
C - O 415 - 548 F - K
443 - 221
D - O 443 -221 K - G
415 -548
STATE
01�D-M
434 -313 G-J
2W -18
:.
E - M 351 -401
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frVSated ssas �fsx�,�eat s��c�r35 sfi�s?sns7 x�ai�a
arz� 4h�:�:z¢.s�raa4c€s;�Sem�B�s a�raf�sl:�rgs�ucctrara� ,
..Vim
**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 shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rney
bracing per BCSI. Unless noted o1herwise,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 ins sled per BCSI sections B3, B7 or 10, am mnxrrts ;ar
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq 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 pro essiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
t
Job Number: 36CS00076 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 / ... 05/30/2018
I
T7"13 32'111'" +28+320 39'8"
5142 2188 343 T7°13T7"13 761I33 i
1
s5X8 .3X4 =3X6 1112X4 =5XB
12 D E F G H
T 5F,;-
—03X4C t'3zz3X4
v
=4X6(A2)8 J=4
1 �ii AEM
S R Q P O N RA
1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
hV T6"1 3'5 5 3' 2'9"B 511"4 2'11"4 3' 35"15 T6"1 1�
7'6"1 11' 14' 16'9"8 22'8"12 25'8" 28'8" 32'1"15 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: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 20.58 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 93
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
DefI1CSI Criteria
♦ Maximum Reactions (Ibs)
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): 0.260 G 999 240
B 1550 / 790 / 875 / - 1197
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.707 G 977 180
J 1550 1790 / 875 /- /-
18.0
Snow Duration: NA
HORZ(LL): 0.082 L - -
Wind reactions based on MWFRS
HORZ(fL): 0.153 L
B Min Brg Width Req = 1-8
Code/ Misc Criteria
Creep Factor: 2.0
J Min Brg Width Req = 1.8
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.606
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.562
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0-511
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 F - G
2160 -3113
B - C 2052 - 3156 G - H
2160 - 3113
C - D 1922 -2790 H - 1
1921 -2790
D - E 2150 - 3098 I - J
2052 - 3156
E-F 2160 -3113 J-K
23 0
A001SASS FF5B8180BB7F490ft992E 5FS
U"iMm re;mbR mek & y0pad. atad6y - - rASrt!
�..t�.s�2sa3:(a�sA��axesRae�naa�g�sa
x�sentks9a.
P��dzs�s�sesrdvs tissc�;sa�ax aammoa. dzr�arms�s�n�a
mad %iaa 2 rsn@caIIYsass8rsms¢srka.�d.asc aas�a9ettmcdc
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - S
2844 -1764
O - N
2534 -1530
S - R
2840 -1754
N - M
2534 -1530
R - Q
2534 -1505
M - L
2841 -1780
Q - P
2534 -1505
L - J
2844 -1781
P-O
3118 -1880
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
219 -20
G-O
296
-326
C - R
342 -420
O - H
734
-499
D - R
378 -242
H - M
382
-244
D - P
721 -488
M - 1
343
-421
P - E
300 -330
I - L
217
-21
E - O
102 - 98
`"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. AciX plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI�I PI 1, or for handlingf shipping; installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
ce of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
I
eat
rtrrpiancritsa�
I
T
Job Number: 36CS00076 Ply: 1 SEQN: 684157 / T3 / HIPS
4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A6 Wgt 190.4 Ibs / ... 05/30/2018
4'9"14 9' 16'5" 21' t 23'4"1a 30'8" _i _ 34'10"2 39'8" _l
r 4'9"14 4'2'2 7'5" 4'7" 1 24"12T 7'3"4 42 2 49 14
I
v
=4X6
=5X8 =3X4 =4X6 I92X4 =5X8
12 D E F G H
pnaa
qk 41m,
=3X4 = X6 =4X4 a4X10 n X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8" i
52'1"8 TY4 274 5'
9' 14' 16'1° 23'4"12 25'8" 30'8" 39'8°
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs) i
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
B 1550 1801 / 867 / - / 167 18.0
TCDL: 7.00
Speed: 160 mph
PF NA Ce: NA
VERT(LL): 0.339 G 999 240
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: II
Snow Duration: NA
HORZ(LL): 0.090 L - -
Wind reactions based on MWFRS,
Des Ld: 37:00
EXP: C
HORZ L 0.167 L -
(T )�
B Min Brg Width Req = 1.8
Code / Misc Criteria
Noffit: 1 00
Mean Height: 20.16 ft
CreepFactor. 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.
.
BCDL: 5.0 psf
Bearings B & J require a seat plate.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.706
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.950
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
A - B 23 0 F - G 2555 -3778
B - C 2153 -3226 G - H 2555 -3778
C - D 2001 - 2997 H - 1 2000 - 2996
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
D - E 2539 -3754 I - J 2153 -3227
Bot chord 2x4 SP #1
E - F 2555 -3778 J - K 23 0
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
40 015A38 FF 5B Sl i80 BB 7F4& CD 99 2E85 FB
It tezmzn clectsca'4gtes:.zz9 s:�almdtry tAartfice.
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - Q 2927 -1873 N - M 2736 -1673
Q - P 2737 -1648 M - L 2736 -1673
P - O 2737 -1648 L - J 2928 -1899
O - N 3784 - 2321
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - Q
249 - 211
G - N
349
- 397
D - Q
360 -108
N - H
1174
-778
D - O
1151 - 760
H - L
363
-109
O-E
351 -401
L-I
251
-213
E-N
89 -84
FE#L.lit,a4o.aitonthe ca",stown,ab� wAsaSNA2
R"An'd cry maf iv iisxwr_ tmmarea mma6md4na"Obd
a+at cmmydaamnk
CMIM
**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
Componen Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary itre
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing9 and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 610, oni rz rxiits , r
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITI 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 ppro_fesslonR engineering responsibility solely for the design shown. The sukabillty -
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIPrPI 1 Sec.2.
For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.om: SBCA www.sbdndusW.com: IM www.iccsafe.orp
Job Number: 36CS00076 Ply: 2 SEQN: 684163 / T23 / HIPS
4EHB Hayden-2601 "H" OIL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A7 Wgt: 231.0 Ibs ! ... 05/30/2018
4"6 + T"9 �- 211 200 + 3T77 526 4131"2 4I�T3114 5'66 �- 37
98" i
12
=3X4 1112X4
=5X6=3X4
=3X4 =6X6
5 p
Cm D TC2 E
F G
H TC3 1
T
T
M
m4Xi6(B3) B
co
Hn
�=4N(3(133)
S R Q P
O
N M L
1112X4 =3X10=H0710 =-3X10
=3X4
=H0710=3X10 112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
39'8"
i
1' 6'2"48.
5'1"2 2'0°1
+
5'2"10
3'1"13 5'1"2
6'2"4 1'
6'10"4
Na
11'11"6 14' 33 9
~1T3°9�
22'6"3
25'8" �20'1 32'9"12
39' 8�
A-
2' 7'8"10
i
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
T 3711 / 2159 ! - / - ! - / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.503 G 938 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 1.360 G 507 180
J 3711 12159 / - / - / - 18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.097' L - -
Wind reactions based on MWFRS
Des Ld:EXP:
C
HORZ L 0.180 L
�)
T Min Br Width Re 1.9
9 q
Code / Misc Criteria
CL 0.00
0
Noffit:
Mean Height: 19.74 ft
9
CreepFactor. 2.0
J Min Brg Width Req = 1.9
Soffit: 2.00
2.
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.508
Bearings T & J are a rigid surface.
Load Duration: 1.25.
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.904
Bearings T & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: No
Max Web CSI: 0.787
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
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
A - B 11 -9 F - G 3986 -6814
B - C 2603 -4465 G - H 3971 -6793
Wind Duration: 1.60
WAVE, HS
Lumber
C - D 3440 -5890 H - 1 3440 -5W8
Top chord 2x4 SP #1 :TC2,
TC3 2x6 SP #1:
D - E 3986 -6814 I - J 2603 -4465
Bot chord 2x6 SP #1
E-F 3986 -6814 J-K 11 -9
Webs 2x4 SP #3
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 nailssfa�
in each row to avoid splitting. 4
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 55 pif at -1.00 to 55 plf at 7.00
TC: From 28 plf at 7.00 to 28 pif at 32.67
TC: From 55 pif at 32.67 to 55 plf at 40.67 ru
BC: From 4 pif at -1.00 to 4 pif at 0.00
BC: From 20 plf at 0.00 to 20 pif at 7.03 STATE .- .
BC: From 10 pif at 7.03 to 10 pif at 32.64 4�
BC: From 20 pif at 32.64 to 20 plf at 39.67 4#
BC: From 4 plf at 39.67 to 4 plf at 40.67
TC: 376 lb Cone. Load at 7.03,32.64
TC: 169lb Cone. Load at 9.06,11.06,13.06,15.06 ,
17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60t7 a
BC: 4941b Conc. Load at.7.03,32.64 y
BC. 1261b Conc. Load at 9.06,11.06,13.06I .0 g0 01 A Fi SB S1$fJ B 7F 4$ 00 89 2E 85 F
17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60
uItemilm inn mod=f0d by VzWel martin
Wind PE (rt. ik.o4riml an me date ahzwrz abo m 4rAij; a SKA l
as�senaieaacztir.
Wind loads and reactions based on MWFRS.
tadccfm=Dftftsdm=.axarmnot=W&Ted4&den a Nd
and 04=140 MV&
csaplas
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - S
4102 -2383
O - N
5971 -3497
S - R
4085 - 2381
N - M
5971 - 3497
R - Q
5973 -3498
M -L
4086 -2381
Q - P
5973 - 3498
L - J
4103 - 2383
P - O
6823 - 3998
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
S - C
329 -53
G - O
260 -291
C - R
2066 -1212
O - H
952 - 549
R - D
565 - 803
H - M
566 - 807
D - P
968 - 562
M -1
2064 -1212
E - P
254 -280
i - L
330 -54
P-G
14 -10
"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. Reter to and follow the latest edition of BCSI (Building
Compattachon
Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy rrney
bracing per BCSI. Unless noted ohervise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
ed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing mslalled per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to ©txtrtittcn{s; tic
160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shlppinq, 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 suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
i
Job Number: 36CS00076 Ply: 1 1 SEQN: 684185 / T15 / SPEC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A8 Wgt: 210.0 Ibs / ... 0513012018
12-6" I-
7'7"12 _�_ 10,10" J 1'10"I 18'8"9 "22'8° 24'5" 1 30'8" 34'10"2 3. '8"
r' 7'7"12 3� 6'0"9 3'117 1'9"1 6'2"5 4'2"2 4'9"14
T
0
C
12 Da5X6=6X10(SRS) If2X4 =4X6 =3X4
5E F G H =581 T
ry3X4C T
J02X4 r
r fV
V �
=4X6(A2)BF_ 71 K=4L6(A2)
AA T S R Q P O N M 1
1112X4 =5X8 III2X4=H0308 =3X8 =04=4X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
7
1' 7'6" 3'4" 1'2"1! 4-8"9 6'0"9 10° 3 5' 9' 1'
7'6" 1 14� 1889 —+ 24'9"3 I25' 30'8" r 39'8"
1� 12'9"1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# 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 18.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.959 F 720 180 K 1550 / 790 / 862 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.091 M - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.169 M - - B Min Big Width Req = 1.8
NCBCLL: 10.00
Mean Height: 20.54 ft Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8
TCDL: 4.2 psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.665
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.769
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 ' WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 2W8 -3869
Lumber B - C 2111 -3158 H - I 2503 -3623
C - D 1986 -2792 I - J 2024 -2985
Top chord 2x4 SP #1 D - E 1996 -2767 J - K 2186 -3229
Bot chord 2x4 SP #1 E - F 2669 -3869 K - L 23 0
Webs 2x4 SP #3
F - G 2668 - 3869
Wind
Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
„ B - T 2846 -1791 P - O 3659 - 2290
MAPT-S 2842 -1791 O-N 2722 -1691
- S - R 3345 -2097 N - M 2722 -1691
R - Q 3348 -2097 M - K 2931 -1931
Q - P 3348 -2097
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp_
T-C 242 -22 F-P 301 -338
' C - S 348 -435 P - H252 -168
D - S 2018 -1422 H - O 389 -469
# S - E 1331 -1867 0-1 1070 - 733
- sffi� E-R 183 -5 1-M 347 -112
E-P 614 -407 M-J 265 -232
1f '
40015A 8FF5581BOOB7F4800992E95FS
Sfic tfeie.�aaea zenakcte�a&a°'yzlad i:,�afc5i t@'saa::�ar..:f Wtart�i�.4,
��l..i3c..&4�.£ffiEj aeo ��a�9s:. luswrsar�s;�siga 5€inai '
as�iert3t<l3ir�ras�c"
ftktrdcraptmgift dmmmwatm mot M%idssilsW86'=d=01ud
�dtt:e t ent�tas saecade¢z7s�,R: znsraf3e -cac dectrmrs' . -
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 anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary cifrey
bracing per BCSI. Unless noted olherwise,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 brac!nqq installed per BCSI sections B3, B7 or 610 onr xsnznts;rer
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to t
drawings 160A-Z for standard 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 ifPI 1, or for handlingf 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 suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o - SBCA' www.sbcindu .com; [CC: www.iccsafe.org
Job Number: 36CS00076 Ply., 2 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 / _.. 05/30/2018
5'10"10
10'14
18WOO 1
217'131 25'2"11 1
28'9"10 1 32'8°
397'8"
5'10°10
610" F
4'11"3'1'8" 0"
37"1
3W2 3'6"14
3.6"14 3'106 1
{
T
5 12
p
1115X6(R)
c8X10
1112X4
TC3
=7X8
=4X4 =6X8
E
F
Gm H
I TC4 J
903X4C
MT
I
o
(a)
r N
a
1 =4X' A1) B
K M4
L16(83)
1
T
S R
Q
BC2 P O
N M
1112X4
m6X10 =H0710
=4X10
m4X6 =4X4
=H0710 1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
39V
5'8"14 5'1°2 3'8"4 3'9°8 3'T"10 3'6"14 36"14 3'8"10 6'2"4
5'8"14 10'10" 14'8"4 18'3"10 21'11"5 25'8"3 29'1"2 32'9"12 39' "
9 "
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: 20.54 ft
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
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 #1:
Bot chord 2x6 SP 91 :BC2 2x6 SP M-26:
Webs 2x4 SP #3
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.
Sot 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 pif at -1.00 to 55 pIf 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 plf at 40.67
BC: From 4 pif at -1.00 to 4 pif at 0.00
BC: From 20 pif at 0.00 to 20 plf at 21.80
BC: From 10 pif at 21.80 to 10 pif at 32.64
BC: From 20 pif at 32.64 to 20 plf at 39.67
BC: From 4 pif at 39.67 to 4 pif 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 PSF)
Def11CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): 0.517 P 914 240
Lu: NA Cs: NA
VERT(TL): 1.399 P 493 180
Snow Duration: NA
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 0471,82
40 01 5AFF5B81.B06B7F4900992E85FS
ThbirernA elxzt s mdM'AIZA06byP.faMAmart ;
7s('sH4.3
a ctlsentlsaxttixaT�dc.
ftla ud CePksarchla dommsa = not C_Iliornd Canasmlad
aadtiw a3,as arzca =dz rarst etts.a ffwtrn=7dtsmnk
=IRL
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
U 3000 11680 !- /- !-
/8.0
K 4119 12345 /- /- /-
18.0
Wind reactions based on MWFRS
U Min Brg Width Req = 1.8
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 - 1
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 - 2588
R - Q
6035 - 3384
M - K
4570 - 2590
Q - P
8031 - 4537
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T- C
54 0
G- P
536 - 266
C - S
84 -164
P - H
855 -456
D - S
2407 -1303
H - O
492 - T76
S - E
2089 - 3714
0-1
1369 - 760
R-E
58 -39
I-N
701 -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
uire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBCA) fo'r safety practices pnorto performing these functions. Installers shall provide temporarryY
BCSL 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 bracing installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to
60A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this tlrawmg or cover page.
this drawl ngg indicates acceptance of professlona7t engineering responsibility solely for the design shown. The suitability
re of this dr'awing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
rrtrey
�r1f j?ClfCrrtS; nz
I
f
i
Job Number: 36CS00076 Ply: 1 SEQN: 686447 / T21 / HIPS I
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: B1 Wgt: 105.0 Ibs .. / ... 05/3012018
5'1"14 9'8" 12' 16'6"2
5'1"14 + 4'6"2 + 2'4" + 4-6"2
=-4X4
=3X4 =5X6
SEAT PLATE REQ.
21 8"
1 1
918"
+
2'2"4
+ I
9'9"12
9'8"
1fli)
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 loc Udell U#
Loc R I U / Rw I Rh / RL
I W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.054 1 999 240
B 876 / 405 1483 / - / 149 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.146 1 999 180
G 812 / 369 1422 / - / -
/ -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 H - -
Wind reactions based on MWFRS:
Des Ld: 37.00
EXP: C
HORZ : 0.040 H - -
(TL)
B Min Br Width Re 1.5
g q =
NCBCLL: 10.00
Mean Height: 20.30 ft
Code / Misc Criteria
Creep Factor: 2.0
P
G Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.271
Bearing B is a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2014
Max BC CSI: 0.596
Bearing B requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.201
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it
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 23 0 D - E
814 -1083
Lumber
B - C 1034 -1559 E - F
B35 -1218
C - D 834 -1222 F - G
1048 -1570
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp_
Hangers / Ties
(J) Hanger Support Required,
by others
B - I 1-6H - G
03
I- H 1078 78 -603
1417 -891
Wind
Member design based on both MWFRS and C&C.
Maximum Web Forces Per Ply (Ibs)
Comp.
�s�we
Webs Tens.Comp. Webs
Tens.
C -1 321 -359 H - E
304 -189
®r
D - 1 299 -133 H - F
336 -379
'No
D-H 117 -110
R
e-
STATE 0, 5
40015A38FFSBSIBOB07f48CO992E85FB
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PE.(FL. tk. TT.fE21 un mz°avx shown a6nwc u°.8ng a5Nh•Y
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and tkc �.A 2a�.'�iantir�ss'etsc�e muE 2xia'arif�l-cn a�rrr�rirank
�tG1as:
—WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r 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 propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om rvsents,,u
as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. (tefer to /
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq �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 shippingq, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this 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.alpine4tw.com; TPI: www.tpinst.org: SBCA: www.sbcindusby.com; [CC: wwmiccsafe.om
0
It
Job Number: 36CS00076
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Truss Label: B2
8'4"
8'4"
T
N
f�1
Ply: 1
Qty: 1
Wgt: 89.6 lbs
13'4"
5'
=4X10 =5X6
C D
1112X4 ===5X6
SEQN: 6864511 T34 / HIPS
FROM:GLM DRW:
21'8"
BW
05/30/2018
SEAT PLATE REQ.
21'8"
1,
85"12
4712
87"8
8'5"12
1378
21'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pr in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Dellection in loc Udefl L/#
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 1629 /489 /- / 132 18.0
BCLL: - 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.115 G 999 180
E 812 1480 / 428 / - / - / -
BCDL: 10.00
Risk Category: II
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 Big Width Req = 1.5
NCBCLL: 10.00
Mean Height: 20.02 ft
Code / Misc Criteria
Creep Factor. 2.0
E Min Brg Width Req = -
2.00
TCDL: 4.psf
BCDL:5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.611
Bearing B is a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 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 ft
Rep Factors Used: Yes
Max Web CSI: 0.107
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it
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
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 C- D 948 -1256
Lumber
B - C 936 -1419 D - E 935 -1423
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
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.
' .
eve
Webs Tens.Comp. Webs Tens. Comp.
-
C-G 262 -30 F-D 277 -91 i
C - F 180 -168
40 015A38 FFSB 81 Btt BB 7F 48 00 99 2E85 FB
Ibit 1rane&sa twA ekamacily4ned'.arsd=ladby HsweM Martbv",,
PEf R. M.94n=j on the da4ashawn abnan Wng a WWI
tan't�azmcmdr. I�
,tadt elzims siats, ataaa notc=Wdwad sfpawal sealed
avid tlse=' 3zsanGnAwt�c[Eemtt hEacrN't�rr�asr�4stm:5%s '
!a1.
I
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) f0F safety practices prior to performing these functions. Installers shall provide temporary , f f
bracing per BCSI. Unless noted dtherwise,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 B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to om1mncnts t,r
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover pa e_ -
listing this drawing, indicates acceptance of professronaii engineering responsibility solely fnr 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.
---- -__ u.:-: ____...: ----- ---_ -------- w -u..-- e: ou:o- .........b.:....:w.........• Tn4 .......-;-.......- corn- 1 —A—I.—I nnm- 111- 11".".I i y-c . n
I
l
Job Number: 36CS00076 Ply: 1 SEQN: 686455 / T18 / HIPS I
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: B3 Wgt: 95.2 lbs .. / ... 05/30/2018
T 10'10" 1 14W. 21'8" _I
T 3'10° 3'10" 7'
=5X8 1112X4 =5X8 j
C D E
T
rt
i�
IX6(A2)
1112X4 =3Xtf
SEAT PLATE REQ.
r 21'8" i
r 1
71"12
3'8"4 3'6"8
TY8
T1"12
10'10" 14'4"8
21'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf NA Ce: NA
VERT(LL): 0.149 D 999 240
B 1668 1996 / - I - l - I
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.410 D 917 180
F 1602 / 937 / - I - 1- I
I -
BCDL: 10.00
Risk Category: 11
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 Br Width Re 2.0
g q
NCBCLL: 0.00
Mean. Height: 19.74 It
Code / Misc Criteria
Creep Factor. 2.0
F Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.667
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.659
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: No
Max Web CSI: 0.240
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: NA
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
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 -21 D - E
2067 -3534
Lumber
B - C 2051 -3469 E - F
2064 - 3483
C - D 2067 - 3534
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp_
Hangers I Ties
B - I 3137 -1830 H - G
3183 -1853
(J) Hanger Support Required, by others
i - H 3167 -1839 G - F
3152 -1843
Loading
#1 hip supports 7-0-0 jacks with no webs.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
Wind
based MWFRS.
C - 1 620 -191 H - E
462 G E
442 - 270
629
Wind loads and reactions
on
-
C - H -287 -
-200
` 2;_
D-H 430 -431
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OL,Lic.04rMilm t?iv &al=oft E �un��r5§iA<Z
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tad er�sws.a9'.iYa..���.��z nct - -�d si�araiad s:±aigct
one it�e,; �RiA e�+t�a33z�c�.9eras:,t�v cffla:l-�ac��ectrasr3z
rr�ins:.
"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, handlinp shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary ctrre{r
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Pntrenta�z
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 8uildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ .
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see ihis'ob's general notes p6cle and these web sties: ALPINE: www.al 'neilw.com TPI: www.tpinst.org; SBCA: www.sbdndu .com; IM www.ia:safe.org
1 :
Job Number: 36CS00076 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 / ... 05/30/2018
4'2"15 7'
4715 2'9"1
1112X4C
12
5
o4X6 B
fn ,
co
=3X4(Ai) A
M t I
SEAT PLATE REQ.
7'
4'1"3 71913
4'1"3 T
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl U#
Loc R / U / Rw / Rh / RL / W
F 1779 / 1042 1169 / - / 124 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.019 E 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.049 E 999 180
D 2096 11181 1166 / - / - / -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.006 C - -
Wind reactions based on MWFRS
Des Ld: 37.00
Des Ld:: 37.00
EXP: C
HORZ(TL): 0.010 C - -
F Min Brg Width Req = 1.5 i
Code / Misc Criteria
Mean Height: 19.95It
Creep Factor. 2.0
D Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.186
Bearing F is a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.570
Bearing F requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.500
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
A - B 918 -1570 B - C 20 -29
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00' O.G.
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 =1.25I Plate Dur.Fac =1.25)
TC: From 55 plf at 0.00 to 55 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 1931b Cone. 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.
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Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens -Comp. Chords Tens. Comp.
A - E 1444 - 839 E - D 1375 - 801
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens.
E-B 1311 -722 C-D 60
B - D 933 -1603
-30
"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
Componenif Safety Information, by TPI anSBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary Faney,bracing er BCSI. Unless noted dtherwise,top chord shall have property attached structural sheathingg and bottom chord shall have a proppefiyattacheydmid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B1D,m newts; rrr
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to .
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinpp 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 pa e
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 ANSI/TPI 1 Sec.2.
For more Information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. Into • SBCA: www.sbdndu .com: IM www.iasafe.or
L
Job Number: 36CS00076 Ply: 1 I SEQN: 684139 / T13 / JACK
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: DJH DRW:
Truss label: BJ1 Wgt 11.2lbs / ... 05/30/2018
4"1
V
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP C
Des Ld: 37.00
Mean Height: 18.49 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
i
Wind
Member design based on both MWFRS and C&C.
0
12
5 � - C
2X4(A1) B
SEAT PLATE REQ.
T
CM
0) V_
1.1
1'
1i
Snow Criteria (Pg,Pf in PSF)
Def1ICSi Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 148 / 96 1 132 1- / 41
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 Ill / 19 1- 1- 1
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -13 127 / 27 / - 1-
/ 1.5
HORZ(TL): 0.000 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: 0.162
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.014
C Min Big 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)/10(0)
Mfg. Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
A-B 23 0 B-C
25 -14
v
t
ryes. -
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au3hart=*Azad&
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Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rtrrey,
bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nmrrents,t,c
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to 1.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSUtPI 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 ) esmonal 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 job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBC& www.sbcindu .com; IM www.iccsafe.or
T HB Hayden-- s Label: J3010"H" OL /DR Horton 14EHB Hayden-2601 "H" OL I 9 92.6 Ibs I FROM: GLM61 1 T12 / JACK I DRW % 05/30/2018 I
12 C
SEAT PLATE REQ.
3'
31
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
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
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D - -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.003 D - -
Code / Mist: Criteria
NCBCLL: 10.00
Height: 18.91 ft
TCDL: Mean Heiei4.2 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 5.0psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.164
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.075
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
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ems
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r
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♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 191 /101 1147 1- /84 /8.0
D 51 /8 140 /- !- /1.5
C 63 /57 /21 /- /- 11.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Beanng 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
Ire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI an7 SBCA) safety practices prior to performing these functions. Installers shall provide tempos
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperrty
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
e. Appiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
iri i,oricrn
acceptance
any structure
failure to build the
g or cover pa e
in. The suitability
fifrett:
artr�nnenes ,cz
0
Job Number: 36CS00076 Ply: 1 I SEQN: 6864091 T30 / JACK I
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: BJ3L Wgt: 14.0 lbs I / ... 05/3012018
T
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: 18.70 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
SEAT PLATE REQ.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
PY NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.005 D
HORZ(TL): 0.006 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.678
TPI Std: 2014
Max BC CSI: 0.151
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
1 VIEW Ver: 17.02.02.1208.15
WAVE
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�£(FL.19c.L r7Z�E)cri this Szh�W�aa6ara uis��a5fi.S�i
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and ti^x VIA—E a,.6Qn0cass==da musk Wm9W.m=VfAectrar . .
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Y
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL
/W
B 278 1169 / 243 / - / 104
18.0
D 47 /18 /54 /- 1-
11.5
C 45 /41 /18 1- I-
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) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 44 0 B-C 17 -74
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
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) toy 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 propperly
1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq ins fled per BCSI sections B3, B7 or 610,
e. A,,Tv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
a division of
of
its drawin any failure to build the
on this drawing e dor cover page_
resign shown. The suitability
;alre .
•: durjxzfttrtts,irr
any
t i7
Job Number: 36CS00076 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 lbs .. / ... 0513012018
T !
SEAT PLATE REQ.
C
CV
(V
5'
5'
Loading Criteria (pso
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
B 261 1133 / 189 / - / 128 / 8.0
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 89 / 17 168 1- ! - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.007 D - -
C 117 1106 / 43 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): O.ODB D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 19.33 ft
CreepFactor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.301
D Min Br Width Re -
g q =
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 1178
C Min Brg Width Req = -
Bearing.B is a rigid surface,
Spacing: 24.0 "
p g-
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)/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
T
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
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PE.(&1., rte.047152fanamameaAawn Qbmulbsa.St i
awthznt9caaeia.
'r'zatsder sc3'thE: cs< t� mat cazkkme majmabd
ar cft_S'f.A: aut ntamlkaca4e, MW b. WuifWM 2aydatrank.
resO&L
Chords Tens.Comp. Chords ens. G.—p.
A-B 23 0 B-C 45 -100
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
8
"'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 SCSI (Building
Component Safety Information, by TPI and'SBCA) foi safety practices nor to performing these functions: Installers shall provide temporary Laney
bracing per BCSI., Unless noted dtherwise,top chord shall have properl� attached structural sheathing and bottom chord shall have a proprferly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, © natats uz
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to ,
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin g7Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of husses.A seal on this drawing or cover page_
listing this drawing,indicates acceptance of pro essiona engineering responstbaity 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.
cn..nnro infne ea � thie Inh'e 1 nntae nano anti that wah cite Al PILAF• www ainineifiu rn TPI, wvnv_tninst.om' 89CA �_shcindustrv.wm: [CC: www.imsafe.om
Q
Job Number: 36CS00076 Ply: 1 SEQN: 6842061 T19 / JACK
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: BJ5A Wgt: 15.4 lbs / ... 05/3012018
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 19.54 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Hangers I Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C
a
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): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.008 C -
HORZ(TL): 0.010 C - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.312
TPI Std: 2014
Max BC CSI: 0.184
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
STATT E, Of
40 015A38 FF 53 81 SO BB 7F48 00 99 2E 95 FB
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(rt. M.047i53:(sn oeda:icllwAtn atom9 gasxS�a
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C
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 193 184 1121 /- / 107 / -
C 90 120 172 1- / - ' 11.5
B 122 /110 /47 /- / /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = -
C Min Brg Width Req = -
B Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 47 -102
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
*`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Are
Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy
- BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppetly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or 610,
e. ADDTV Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to
a division of
-I PI 1; or for h
acceptance
any structure
ris drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
!eli7elt
onrp�nzrtts.u�
t �
Job Number: 36CS00076 Ply: 1 SEQN: 686411 / T9 / JACK
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: BJSL Wgt: 18.2 ibs .. / ... 05130/2018
0
L
SEAT PLATE REQ.
C
T, 5'
2' _I
5'
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1ICSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL / W
B 335 / 190 / 269 / - / 149 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 86 110 /'73 !- I - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 D -
C 107 196 / 32 /- /- / 1.5
Des Ld: 37.00
EXP: CHORZ(TL):
0.006 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 19.12 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.395
D Min B Width R -
Req =
Load Duration: 1.25
MWFRS Parallel Dist: D to h12
TPI Std: 2014
Max BC CSI: 0.169
C Min Brg Width Req = -
Bearing B is a rigid surface.
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)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (lb
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Ch d T C Ch d T
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
No", 0471.82
W.. STATE OF
40 01 SA39FF 5B 8160 BB 7F49 00 99 2E85 FB
rtaLlcur>sRasLss�f� xeddladbyraaa��rtnartia
aE (fri.. t2s.C<i#SH3(c€rtRm da�sAawn aha� udng a sxa.3. ..
a�santiraxs�.aaxrdr..
Mmdcq smzf"doccrwer maootcurd&seddpad=dsubd
Md tiae a.&aaathxni3cs°sscnda meat tae aer9f dcnsapdethnedr.-
+�lnt.
or s ens. omp. or s ens.
A-B 44 0 B-C 41
Maximum Bot Chord Forces Per Ply (ibs)
Chords Tens.Comp.
B-D 0 0
- 97
"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 ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrtrey
bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, am mnerrts ue
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. {2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITI 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 professiona engineeringg responsibility solely for the design shown. The suitability
and use of this r7�awing for any structure is the responsibility of the 6uiiding Designer per ANSIITPI 1 Sec.2.
Fnr mnrn infnr firm san this inWnenarai notes nano and thaw weh sites- ALPINE' tnvw_alnineitw.com, TPI: www_tninst.om: SBCP: www.sbcindusiN.Com: [CC: www.1cesafe.ora
Mi
■
Job Number: 36CS00076
Ply: 1
SEQN: 6864681 T14 / EJAC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
City: 23
FROM: GLM
DRW:
Truss Label: EJ7
Wgt: 22.4 lbs
.. / ... 0513012018
C
12
5
co Cl)
c�
c�
=2X4(A1) B
A
D
SEAT PLATE REQ.
1, I 7'
T
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefllCSI 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 / W
B 334 1169 / 234 / - / 174 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 126 / 25 / 98 / - 1- I 11.5
BCDL: 10.00
Risk Category: 11
EXP: C
Snow Duration: NA
HORZ(LL): -0.015 D - -
C 169 / 155 163 / - l- ' 11.5
Wind based on MWFRS1
Des Ld: 37.00
NCBCLL: 10.00
Mean Height: 19.74 ft
HORZ(TL): 0.025 D -
Creep Factor. 2.0
P
reactions
B Min Brg Width Req = 1.5
Code / Misc Criteria
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.489
D Min Brg Width Req = -
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h!2
TPI Std: 2014
Max BC CSI: 0.362
Bearing B is a rigid surface.
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.
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)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords, Tens. Camp.
Lumber A- B 23 0 B- C 65 -127
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0
nw*4
..1Wems.
Sft
Moo
A '
4 ..
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3aWd 4fa8'Wi" f 34€ifi2flt12aSk�RSmL:4 �.YF.�ffiS SA`r£�a;'tmt . .
Capin.
"`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
Componen[ Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary iY+e
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 610, p rrrtrdrsts; ue
Apply to face of truss and as shown above and on the Joint- Details, unless noted otherwise. hefer to t,,
as applicable. plates each position .,
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Group Inc. shall -not be responsible for any deviation from this drawing,any failure to build the
with 1, for handling, installation bracing trusses.A this drawing
truss in conformance ANSI fPI or shipping, and of seal on or cover page_ .
listing this drawing,indicates acceptant? of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'otfs general notes page and these web sites: ALPINE: www.al inefw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com' [CC: www.icesafe.org
Job. Number: 36CS00076 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: EJ71- Wgt: 23.8 lbs I / ... 05130/2018
T
i
SEAT PLATE REQ.
C
2'
7'
7-
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 402 / 222 / 308 / - / 194
/ 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 124 119 / 96 / - 1-
11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.012 D -
C 162 / 147 / 56 / - /-
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.020 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 19.54 ft
Code I Misc Criteria
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: 0.465
D Min Br Width Re
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.352
C Min Big Width Req = -
Bearing B is a rigid surface.
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.
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
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A - B 44 0 B - C
62 -125
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
B - D 0 0
40 015A39FF5B81BO8B7F 00 99,2E85FB
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�£tit5.
**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 anrTSBCA) fsafety practices prior to performing these functions. Installers shall provide temporary �xyry
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed. per BCSI sections B3, B7 or 61Q Der n�nts #ar
as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 7,., 1
drawings 160A-Z for standard plate positions.
Alpine, a division of ]TW Building.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIII 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 pprofessional engineeringq 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 ft is job's general notes page and these web sites: ALPINE: www.al ineftw.cam; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM wwmiccsafe.o
Job Number: 36CS00076 Ply: 1 SEQN: 6842991 T20 / HIP_
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 5 FROM: GLM DRW:
Truss Label: CJ7 Wgt: 37.8 Ibs / ... 05/30/2018
54"4 9110"1
r 5'4"4 } 4'5"13 l
D
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
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
12
3.54 p
Z
2X4 C co
N
Ch
�
2X4(A1) B
41 A
=5X6F E
SEAT PLATE REQ.
VY l 9'4 2 _151.1P
9'4"2 '1 '1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 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: NA
GCpt: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.025 C 999 240
VERT(TL): 0.068 C 999 180
HORZ(LL): 0.008 F - -
HORZ(TL): 0.015 F - -
Creep Factor. 2.0
Max TC CSI: 0.405
Max BC CSI: 0.609
Max Web CSI: 0.311
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
B 324 1198!-
E 368 1121/-
D 206 /216
Wind reactions based on MWFRS�
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
/W
110.6
/ 1.5
/ 1.5
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15 i Chords Tens.Comp. Chords Tens. Comp.
A-B 8 -6 C-D 65 -70
B - C 557 - 673
No 047162
� a
� a
to E Or,
40 01 SA38 FF 55 8180 BB 7F48 00 99 2E E5 FB
Thu itemRu bzms aladbyrwartdartiaus:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 647 -518 F-E 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 553 - 691
?s�6.ite.C<r3.£H2)cn-l3�aeYaa¢ehst�rsa+rs4nga5xS.1
m�thenticna.xces.r.
�iSated c�dazars}s%s dar.st �m art cru�id�ed st�na�and spalad
and the SnSR Y ac^�hen2Sra53mscos�a r:nat ���srif3cl rsr anr�dect(atsk
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
*'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �Tre�j
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, om rDnCntS ur
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to /.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professions 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 ANS11TP11 Sec.2.
t ,
Job Number: 36CS00076 Ply:1 SEQN: 684193 ! T36 / VAL
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: MV1 Wgt: 19.6 lbs / ... 05/30/2018
�i
1112X4g
12
5 �
I
SO
CV
A 3X4(D1
• I
- eaa
CD
1112X6
5'11"6 -1
i
5'11 "6
!•yfi K
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
DeB/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or *=PLF
Loc R / U / Rw / Rh / RL / W
D• 75 / 30 / 46 / - / 15 / 71.4
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): -0.011 C - -
D Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZiL 0.016 C - -
BearingA is rigid surface.
ag
Code
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 20.31 it
Creep Factor. 2.0
Soffit: 2.00
TCDL: 2 psf
BCDL: 5.0psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.322
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2014
Max BC CSI: 0.265
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.203
A - B 34 -93
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
1
Wind Duration: 1.60
WAVE
1 VIEW Ver: 17.02.02.1208.15
Chords Tens Comp
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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.
:No- 047189
4$, STATE Of
40 01 SA38 FF 5B 8180 B57F49 00 99 2E 85 F5
r3Mtem>wwaWbyWara lm9 rthc%
8 E (a. Lk` 947.FP2i on the ng a S A i
m�icnr�atieartoda.
r'vbtedco,4x rtfdsdmlr A=not canW&ad%*nu!and seated
M6 amstrj+d"fmrk
clns.
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
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 nriagr
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1 Q obr Tonzntsyarr
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI itPI 1, or for handling shipping, installation and bracing oftrusses.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 dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
;:, — i"f��, fia —thie Mhe nanaml —ta n and these wah ekes AI PINE' www_alnineitw.mm' TPI: vwvw.tninstom: SBCA_ www.sbcindustrv.com: ICC: www.imsafe.om
Job Number: 36CS00076 Ply: 1 1 SEQN: 684195 / T35 / VAL I
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 05/30/2018
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 20.72 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 It
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
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
12 R
1112X4
3'11 "6
3'11 "6
3'11 "6
Snow Criteria (Pg,Pf in PSF)
Def1fCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.004 C -
HORZ(TL): 0.004 C -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.152
TPI Std: 2014
Max BC CSI: 0.122
Rep Factors Used: Yes
Max Web CSI: 0.089
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
No 047182
13
40 01 SAS FF 55 8150 BB 7F48 00 99 2E 95 Ft
kitsm3¢us4s sactx�""�#. aradv3stafadbyMwwtlMart
?E Z W.947S82(on U1 seas ahaw,n aix+:rm u.dng a SFit i
Fmtud copksafttis dtXGt..S:ft= not cazldued sknvs ztWm1.d
aM the S:Ati asRhentkaa saadtt rnu;t Eam uedf darac�doctmr
rMim:
♦ Maximum Reactions (Ibs), or j=PLF
Loc R /U IRw /Rh /RL I
I
D" 75 / 27 145 /- ill 147.4
Wind reactions based on MWFRS!
D Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 25 -60
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 123 -1
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 157 -88
-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 BC51 (Building
Component Safety Information, byy TPI anr7SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYy aney
bracinattacheg per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61D, nnr rnneius,ur
as appticabgie. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1
drawings 160A-Z for standard plate positions.
Alppine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
lists in conformance with ANSIII 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 engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
Job Number: 36CS00076 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 / ... 05/3012018
I;
12
5
B
A=3X4(D1)
0
CD
�— 1'11"6 f
imsk-i'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pfin PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi IJ#
LOG R / U / Rw / Rh / RL / W
D- 75 120 / 42 / - / 10 123.4
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.004 B 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.007 B 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 B - -
D Min Big Width Req = -
Des Ld: 37.00
EXP: C
HORZ L 0.002 B
� )'
BearingA is rigid surface.
a 9
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 21.14 ft
Creep Factor. 2.0
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.022
Maximum To Chord Forces Per PI Ibs
P y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.055
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
A- B 0 -13
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens Comp
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.
40 015A38 FF 55 81 BO 3B 7F 48 00 99 2E 95 F8
ThUltamiisaz8saxa oltsteet P*nod aadvmlod by Mamvi Marttre,
Fi:(fi.ik.GiT392.1 cs rte daw shaemaban W.Ing a StiA.l
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and tax sRAaa th-tolsMccda mu ti tw mrrained rst acydodmnl-
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A-C 50 -1
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re u!re extreme care in fabricatin , handlin shi ping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen� Safety Information, byV TPI an SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary nney
bracing er BCSI.. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attachesrigiciceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 61 D, om r+nznts tic
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq 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 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 iab's general notes pacle and these web sites: ALPINE: www.al ineitw.com: TPI: wwwApinstorcr SBCA www.sbdndustrv.cDw. ICQ wwmicomfe.orn
O
F
b Number: 36CS00076 Ply: 1 SEQN: 6864721 T33 / COMN IHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM:GLM DRW:
uss Label: 4C1 Wgt 36.4 Ibs / ... 05/30/2018
T
to
5' 10,
5' S'
d 2 C=4X6
IIIZA,+
SEAT PLATE REQ. SEAT PLATE REQ.
10, - _ I
1
5' 5'
5' 10,
I 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria
♦ Maximum Reactions (Ibs)
TOLL: 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 1 W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.016 F 999 240
B 433 / 205 / 272 / - / 79 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.033 F 999 180
D 433 / 205 / 272 / - /- 18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.005 F - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ 0.007 F - -
TL
( )
B Min B Width Re 1.5
q
.00
NCBCL 10
Height: 15.00 ft
9
Mean HeiL:
Code / Misc Criteria Creep Factor. 2.0
D Min Brg Width Req = 1.5
.D0
Soffit 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2D17 RES Max TC CSI: 0.320
Bearings B & D are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.213
Bearings B & D require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 It
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
B- C 809 -638 D- E 19 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP fR3
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - F 575 -620 F - D 575 -620
Member design based on both MWFRS and C&C.
(
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp_
C-F 206 -48
4`2 '
� e
STATEOF
,
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T3,'Is ttarst<!>xa �acssel:ti s�mnd�t5 stated tsy F.saaxz�i rAart6nsr,
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arausemGcat�sr.�le.
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=6 the aidlimtkanancodie me.t be ant on my dectmak.. .
=pins_
-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
Componenf Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary aney
bracing per BCSI. Unless noted d1herwise,top chord shall have property 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 83, B7 or B1D, nnr mntnts ,,r
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to J
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, orfor handling shippingp, installation and bracing of tiusses.A seal on this drawing or cover page
,
listing this drawingg indicates acceptance of pro�esslonat engineering responsibility solely for the design shown. The suitbdtty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's eneral notes page and these web sites: ALPINE: www.al inedw.com: TPI: www. irsst.o ; SBCA: www.sbdndu .com; ICC: wwwAmsafe.org
Job Number: 36CS00076 Ply: 1 SEQN: 686478 / T43 /HIPS
4EHB Hayden-2601 "H" OL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: 4C2 Wgt: 44.8 Ibs ! ... 05/30/2018
I
3' 7' 10,
f 3' + 4' '�
12
4 F_� C=nYa D 4
2X4(A1) B
3 15 A
III 4A-+ = aA'+
T_
E=2X4(A1)
=\ F r
7�
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: 11
EXP. C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/
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
Bet 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 pif at
3.00 to 27 pif at 7.00
TC: From 55 pif at
7.00 to 55 pif at 11.00
BC: From 4 pif at
-1.00 to 4 pif at 0.00
BC: From 20 pif at
0.00 to 20 plf at 3.03
BC: From 10 plf at
3.03 to 10 plf at 6.97
BC: From 20 pIf at
6.97 to 20 pif at 10.00
BC: From 4 pif at
10.00 to 4 pif at 11.00
TC: 971b Cone. Load at 3.03, 6.97
TC: 62 ib 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.
3'1"12 3'6"12 3'3"8
1'
2
3'1"12 6'8"8 10,
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R I /Rw /Rh /RL /W
B 629 / 268 / - I - I - 16.0
Pf: NA Ce: NA
VERT(LL): 0.029 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.077 G 999 180
E 629 / 268 / - / - ! - 18.0
Snow Duration: NA
HORZ(LL): 0.009 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.016 G - -
B Min Brg Width Req = 1.5
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.
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)
Plate TYPe s
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.02.1208.15
A - B 19 -14 D - E 486 -1292
B - C 485 -1299 E - F 19 -14
WAVE
C - D U2 -1252
40 015A38 FF 56 8180 813 7F48 00 99 2ES5 FB
at�tt traiactissabrC9a akztraagt�sznad'am9 ^.naladlry Fitamyatt iAatt�se#,
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ar t�that5>axat€oatualr.
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-d tlas.Wa.2rnuattaa�&La ma ydadra"k
Ca «ias:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp. I
B - H 1213 -445 G - E 1206 -447
H - G 1235 -443
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens_ Comp.
C-H 162 0 G-D 168 0
C-G 17 0
*`WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handling shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporaryrrpr¢j1
bracing per BCSI. Unless noted o herxise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61D, nemts,zt
as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to' .
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 drawin any failure to build the
truss in conformance with ANSI/l 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 pprofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this' Us general notes page and these web sites: ALPINE: www.ai heitmoom; TPI: www. into ; SBCA: www.sbcindu .mm; [CC: wwwJosafe.a
n
O
F
b Number: 36CS00076 Ply: 1 SEQN: 686421/ T27 /JACK
HB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 6 FROM:GLM DRW:
ss Label: 48J1 Wgt: 11.2 Ibs .. / ... 05/3012018
12
4
C
2X4(A1)B
A
D
SEAT PLATE REQ.
r
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI 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 I U / Rw / Rh / RL
/ W
B 147 1100 / 133 ! - 129
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 10 / 11 / 19 / - / -'
11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -13 / 24 / 26 I - 1- I
/ 1.5
Des Ld: 37.00
EXP: C
HORZ L 0.000 D - -
�)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Br Width Re 1.5
g q =
Soffit: 2.00
TCDL: 4.0 psf
gCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.172
D Min Brg Width Req = -
Brg Width Req =
Load Duration: 125
P
MWFRS Parallel Dist: D to h!2
TPI Std: 2014
Max BC CSI: 0.018
C Min
Bearing B is a rigid surface, f
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.
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)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Camp.
Lumber
A-8 19 0 B-C
20 -9
Top chord 2x4 SP #1
Bat chord 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
40 01 SA38 FF5B81808137F4800992ES5FS
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�{.. t&.�A�ill3.icer �rdsiasrartahmvmsgasii�i
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a satadse mtt9 doc_ra =n+atsx der+ad ' ,b sealad
crab the 2 awhomka&acxdeenut WdfScd M awsrelectrock
dins:
—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, byy TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy file(,'<
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefty
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, 67 or 610, onr rtitrdrats itz
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to F .,
drawings 160A-Z for standard 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 1, or for handling shipping, installation and bracing of frusses.A seal on this rawing or cover page_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.tninst.om: SBCP: www.sbcindusW.com: ICC: www.iccsafe.ora
Job Number: 36CS00076
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Truss Label: 413,13
SEAT PLATE REQ.
Ply: 1 SEQN: 686423 / T26 / JACK
Qty: 2 FROM: GLM DRW.
Wgt:12.6lbs / ... 05/30/2018
C
31
r
31
Loading Criteria (pso
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 foe Udefl U#
Loc R / U / Rw / Rh / RL / W
B 190 187 / 151 / - / 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 ! - ! - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D - -
C 62 / 43 / 25 / - / - / 1.5
Des Ld: 37.00
Des Ld:: 37.00
EXP: C
HORZ(TL): 0.002 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Mean Height: 15.0O ft
Creep Factor: 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Pt:
BCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.171
D Min Br Width Re -
9 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 surface.
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.
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
Ch d T C Ch d T C
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
40 01 5EF5B91110BO7F 0099 85`F8
rleisirsminnt ak mad' 3&ZkdYV-'^�izvt tsaartln'A
or s ens. omp. or s ens. ...p.
A-B 19 0 B-C 20 -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
�{rl..ttc.exsiaz#mi,tr,e tfmraQai�asl
zno the.BaszP.ic�S®�sceai�m�.:.t �.a�iftieai ea+adectmcs�:::
—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 ana'SBCA) toi saety practices prior to performing these functions. Installers shall provide temporary errie}P
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacUS . id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, �� rarrtrtte atr
as applicable. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to f
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIl1 PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page, ,
listing this drawing indicates acceptance of pro >essiona7.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 ANSIITPI 1 Sec.2.
Job Number: 36CS00076 Ply: 1 SEQN: 686425 / T24 / JACK I
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW:
Truss Label: 4BJ5 Wgt: 16.8 Ibs .. / ... 05/30/2018
4 t•)
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: it
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 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
A
V�
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.006 D - -
HORZ(TL): 0.009 D - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.260
TPI Std: 2014
Max BC CSI: 0.173
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
0
40015A.38FF5B81BOBB7F4900992E95FB
Thu Rankasbtznmkznraa3sa*y dd arz wMadWr aomlKortks a,
PE (FL. t£c.NrMaf on the chae shown aboxa wAis aSNA<l
aa.^thresCsss�,^a,;aeda.
wbtrd copwsafdis dorsam •t= net tr Wiwed%s4ncZ,=� s hd
=eftSPA;satacrak imeaddnutbtvettf;edtowidoctrank
cpVtas.
A
TLO
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 259 / 113 / 196 / - / 86 18.0
D 87 113 /67 /- /- /1.5
C 116 /79 /50 /- /- /1.5
Wind reactions based on MWFRS1
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Big 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 19 0 B-C 37 -73
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
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 prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing 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. i2efer to
a division of
any
i!s drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
rPl 3 Sec.2.
rrlPCfj
nm/mnents, to
f ■
Job Number: 36CS00076 Ply: 1 SEQN: 686434 / T4 / EJAC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty. 1 FROM: GLM DRW:
Truss Label: 4EJ Wgt 14.0 Ibs .. / ... 05/30/2018
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: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP 93
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.
L 1'6"12 _i_ 2'_I
1 1'6"12 5"4
12
4 p
�
1112X4(** C T T
B HB 3"8
A `n
E �
1112X4
F
SEAT PLATLSIR&OPLATE REQ.
i2'�
1'6"12
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): NA
B 143 181 / 122 / - / 43 / 1.5
Lu: NA Cs: NA
VERT(TL): NA
E* 35 / 18 120 / - /- / 22.5
Snow Duration: NA
HORZ(LL): 0.000 F -
Wind reactions based on MWFRS
HORZ(TL): 0.000 F
B Min Brg Width Reg = 1.5
Code / Misc Criteria
Creep Factor: 2.0
E Min Brg Width Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.149
Bearings B & B are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.013
Bearings B & B require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.038 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 0 -5
B-C 8 -40
40 01 SA 38 FF 5B 8180 BB 7F49 (10 99 ZE85 FB
Mix Itemandwaladby Mamtl Marttacs,
ZL. M.04Tfa21"thati=&hcwn abWM sing a swt«i
&ntIm&nemd&
nb ad4cpinofdi. docummA av not ccradinuad&sknedxnd*: lad
andlaam .mkn v&mm1a mut bawrifiod cesagadoarank
co;AwL
Maximum Bot Chord Forces Per Ply (Ibs)
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 anr7SBCA) r safety practices prior to performing these functions. installers shall provide temporary rtrie}t
bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to r�mjrtrni rts, ur
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippinqq, installation and bracing of trusses.A seal on this drawing or cover pa e_ .
listing this drawingq indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2.
Pn __ inin"nat(nn — thk inh'e nennml nntnc n and thacw w h cH1 Al PINP www.alni-dw.mm, TPI' www_tnimt.om' SBCA: www.sbcindustrv.com: IM wwmicesafe.orq
Job Number: 36CS00076
Ply: 1
SEQN: 686474 / T44 / EJAC
4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL
Qty: 3
FROM: GLM
DRW:
Truss Label: 4EJ3
Wgt: 12.6 lbs
.. / ... 0513012018
12
4 C
T TLO
2X4(A1) B
T A
D
SEAT PLATE REQ.
31
�
31
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U 1 Rw / Rh / RL / W
B 190 / 87 / 151 / - / 57 / 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 49 17 / 38 / - / - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.002 D - -
C 62 /43 125 /- /- 11.5
Des Ld: 37.00
EXP: C
HORZ L 0.002 D -
(T )-
Wind reactions based on MWFRS,
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
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
Max TC CSI: 0.171
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.072
Bearing B is a rigid surface.
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.
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 chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
B - D 0 0
AN
' o M. AP
vv O
4001 SBFFSB9 E0BB2F4800992E85F13
*3U!hors�,n beenznd=alad by rA akl Wrtfars,.
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a vthandutascade.
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a7aE 29•c 5i3A 2 auL`ienhinlisaszodo n�:.t ba vzrifi�! �amyss9ectra�siz
•'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 �r '
Componen[ Safety Information, by TPI and SBCA) for safety practices prior to pertormmg these functions. Installers shall provide temporarryy / mrey
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structure) sheathing and bottom chord shall
Locations for lateral restraint of webs shall have bracingg insTalled BCSI sections
have a properly �/
63, 67 or 610,
attachetl rigid ceiling shown permanent per nm Konen{s,ur
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. i2efer to 7
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinhc�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 rawing or cover page_ ,
for the design The
listing this drawing indicates acceptance of professional engineering responsibility solely shown.
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
suitability
For more information see this'ous general notes page and these web sites: ALPINE www.al inedw.com; TPI: www. into ; SBCA: www.sbcindu .com; IM www3ocsafe.org
O
G
Job Number: 36CS00076 Ply: 1 SEQN: 686429 / T17 / SPEC
4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL City: 7 FROM: GLM DRW.
Truss Label: 4EJ6 Wgt: 25.2 Ibs .. / ... 05/30/2018
T
to
fV
SEAT PLATE REQ.
8'
rai
T
00
r
T
T
N
5'8'8 '1
p
5'8"8
' g
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell L/#
Loc R / U / Rw / Rh / RL / W
B 290 / 125 / 216 / - / 101 / 8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.014 E 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.036 E 999 180
D 218 / 116 / 139 / - /- / 3.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.005E - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.010E - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
Creep, Factor. 2.0
P
D Min Brg Width Req = 3.0
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.225
Bearings B & D are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.209
Bearing B requires a seat plate.
S acin : 24 0 "
C&C D• t 3 00 ft
Rep Factors Used: Yes
Max Web CSI: 0.179
gIs a. .
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 19 0 B - C 19 -121
Lumber
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
�
Bot chord 2x4 SP #1
Chords Tens.Comp.
Webs 2x4 SP #3
B - E 82 -96
:Rt Bearing Leg 2x4 SP #3:
Wind
Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Webs Tens.Comp. Webs Tens. Comp.
ZI 0&_
D - E 102 -20 C - D 849 -632
40 01 5A 38 Ff 58 8180'8117F48 00 99, 2E 85 FB
TiaTr ad staled by Mvwtl fart
F� f�• uc.e.�zf+s�1 uei tAtt diLe atu�wn aGex� Mega S;tA-i
�clhandcaasasfa.
Frtatedcapi�airhhti�A=not dcredVV&d=1,"bd
an6 ilz=r•;A,+: authmt;ca;icvseaade raarbCreril3ed csr ata�r�e;tronk
CZ4laa.
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating,handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenil Safety Information, by TPI anr7SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary tiny
bracing per BCSI. Unless noted dlherwise,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 bracingg installed per BCSI sections B3, B7 or 610, onertts nz
as applicable. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingq 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 trvsses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
cn, n,n.a intnnnatinn o thie inh'c nanan 1 nntes nave and those wah sites- AI -PINE w alnineitw--cam: TPI: v _tninst.om: SBCA www.sbdndustrv.com: [CC: www.iccsafe.om
Job Number: 36CS00076
Ply: 1
SEQN: 686476 / T45 ! HIP_
4EH13 Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
City: 2
FROM: GLM
DRW:
Truss Label: 4CJ3
Wgt: 15.4 Ibs
! ... 05/3012018
12
2.83 o C
T
N_
2X4(A1) B M
3 A
E D
SEAT PLATE REQ.
4r2"3
1 t5tt �® _i
4'2"3
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#
Loc R ! U / Rw / Rh / RL 1 W
E 149 176 /- /- /- / 10.6
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 69 14 / - ! - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D - -
C 35 / 5 1- 1- 1-, / 1.5
Des Ld: 37.00
EXP- C
HORZ L 0.003 D - -
)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
9
TCDL: 4.2 psf
Creep . 2.0
p Factor
E Min Brg Width Req = 1.5
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.078
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.107
Bearing E is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
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 Tens. Comp.
Lumber
A-B 9 -7 B-C 9 -2
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Wind loads and reactions based on MWFRS. B - D 0 0
4*
No
NA
w
1AP,-
STATE OFAft
a
¢+a
.+
ON ALI
1
4001 5A38 FF 55 81 BO BS 7F 48 00 99 2E 85 FB
thIto mimhem s�ped amd: jad try &UazAMArtz,
:(.�L,St�.�T.352pcsfl�imz�:9x.shawre aCc�.u^.3ng a5NA•L
?r indzrxp€asaidv�s docum== not=Wkrad sogna�and zea!ad
�M the E4A _r=t ba medf l rats aartrdectra
cvvwa
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Information, by to these functions. Installers temporarryY
Comport Safety TPI and SBCA) toi safety practices pricy pertorming shall provide
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, B7 or 610,
cm vrrzrts uc
as applicable. r
Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to t,
drawings 160A-Z for standard plate positions.
Alp!ne, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSIrfPI 1, for handling installation bracing trusses.A this drawing or cover
conformance with or shipping, and of seal on page_ ,
listing this drawingg indicates acceptance of rofesslonat engineering responsibility solely for the design shown. The suit -ability
and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2.
per
,For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineKw.com; TPI: www.t inst.o ; 88CP: www.sbdndu .com; [CC: www.iocsafe.ong
t
1
Job Number: 36CS00076 Ply. 1 SEQN: 686432 / T29 / SPEC
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: 4CJ7 Wgt: 42.0 Ibs / ... 05/30/2018
577 1 8'1"9 "1
5'77 2'6"2
T
N
iQ
N
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 "
1/
1'5"
SEAT PLATE REQ.
8'5"1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: 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:
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 plf at 8.42
TC: -3 Ito Conc. Load at 1.41
TC: 124 Ib Conc. Load at 4.24
TC: 231 Ib Conc. Load at 7.07
BC: 20 Ito Conc. Load at 1.41
BC: 99 Ito Conc. Load at 4.24
BC: 175 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
5'5"11
5'5" 11
2'7"14
8'1"9
n
E
Snow Criteria (Pg,Pf in PSF)
De0/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in for, Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.012 G 999 240
'H 258 / 153 / - / - / -
/ 10.6
Lu: NA Cs: NA
VERT(TL): 0.035 G 999 180
E 475 / 199 / - / - ! -
/ 3.0
Snow Duration: NA
HORZ(LL): 0.003 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.007 F - -
H Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
E Min Brg Width Req = 3.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.202
Bearings H & E are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.267
Bearing H requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.257
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 9 -7 C - D
44 -82
B-C 276 -616
ZERIAL t
40 01 5A 38.FF 58 8180 8B 71748 00 99 2E 85 F3
Tian ltamieszbec»eleztet<tt4ca :}xd aed'.=danalndhpmaindM21rtIz='
ar tt4anticz&nWde.
tad eap .fttasdWj_-sAWO stet crsnd$xad%hpVdaad-,salad
andtte. azah=6mIianvc fenmtba-dfsd msaydmttoah
Capin&.
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
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.
G-C 186 -25 E-F 367 -132
C - F 260 - 595 D - E 635 - 709
inQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31 Pi 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page
m acceptance of pro essfona engineering responsibility solely for the design shown. The suitability
it any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
aney
` n1>';rj�tl�ttl5 au'
r
Job Number: 36CS00076 Ply: 1 1 SEQN: 684267 / T40 I SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 6 FROM: GLM DRW:
Truss Label: FT1 Wgt: 141.4 Ibs .. / ... 05130/2018
8P0"4
6,8" 8'8" 4 19'4"
6'8" + 2' 'I 10'5"12
1 — 2 6" �--- r6" �{ ' 2 1'4��� 2'6" -3„12 3 1 — 2�6" "
=3X4
1115X6(R) =3X4 =6XB 1112X6 =5X6 W=3X4 1112X4 1112X4
AB C D E F G H I J K L M N O P
�I
AB AA Z Y X W 1115X6(R) V U T S R Q
1112X4 =4X10 =5X6 W=3X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: 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 4x2 SP #1
Webs 4x2 SP 93
Plating Notes
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.35" DL: 0.32". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBRIO14 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.
19'4"
Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udetl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.355 H 641 360 A 1054 / - / - /- /-, 13.0
Lu: NA Cs: NA VERT(TL): 0.620 H 466 240 Q 1070 I - I - / - / -1 / 4.0
Snow Duration: NA HORZ(LL): -0.046 O - - A Min Brg Width Req = 1.5
HORZ(TL): 0.064 O - - Q Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 2.0 Bearings A 8 Q are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.632
TPI Std: 2014 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0.711 Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 1-1 0 0
Plate Type(s): B - C 0 -1133 1- K 0 - 3906
WAVE VIEW Ver: 17.02.02.1208.15 C-D 0-1101 K-L 0 -3906
D- F 0- 2723 L- M 0- 3188
E-F 0 0 M-N 0 -3188
F- G 0 -4303 N- O 0 -1838
G-H 0-4324 O-P 3 0
H - 1 0 -4318
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AB -AA 0 -1 V - U 4167 0
air AA-Y 2129 0 U-T 0 0
Z- Y 0 0 U- S 3668 0
- Y-X 3427 0 S-R 2614 0
X- W 3425 0R- Q 1031 0
No u W - V 4324 0
40
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
- �STATE AB-e 15 o u-L 331 0
B -AA 1494 0 L- S 0 - 652
. v AA- D 0 -1386 M- S 0 -73
D-Y 827 0 S-N 780 0
Y- F 0- 975 N- R 0 -1080
yr+ F-W 1304 0 R-O 1122 0
W- G 0- 646 O- Q 0 -1438
H-V 2 -283 Q-P 0 -15
40 01 BA 38 EF 5B 8180 813 7r 48 00 99 2E85 FB V -1 550 -125 P - Q 0 -44
*M items mbs nekdm�p1'emad=1 usladtey rAaMA martinzx, I - U 0 -365
PEIr.Lk' r4Rtg2las eft. dasc mhtiwauafaa u^. ga stiR>Y
sett"tkAtiancmde.
rued cWitsrlsfsn de vc=rAwz not crosi&rsd i1pad endmhd
aa,e the.SYA 2LIhcntkaad=¢Ae nut bexKarif"m wrdcdmrak
Ca rlas_
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary rpyr
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm toI727tjS dz
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to F
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handiim 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 suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPII Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbdndu .corm; [CC: www.iccsafe.orq
O
IJob Number: 36CS00076 Ply: 1 SEQN: 684272 / T37 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 4 FROM: GLM DRW. i
Truss Label: FT2 Wgt:100.8 Ibs / ... 05/3012018
6'8" 8'8" 8'1 "4 157'2
6'8" 2' 4 68"14
`I 1 27 1� 2r6rr "8 �,2 1— — I-- 2'6" —IF 17
1115X6(R) =3X4 -3X4 1112X4 1112X4 =4X4
AB C D E F G H I J
1112X4
K L2X4(R) 3
d'
1
NOV
OWE
WIN&\
611
Ilk
T S R Q P O N NM
1112X4 =3X4 =3X4 1114X4 =3X6
Loading Criteria (psf)
Wind Criteria
TCLL: 40.00
Wind Sid: NA
TCDL: 10.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NA
Des Ld: 55.00
Mean Height: NA ft
NCBCLL: 10.00
Soffit: 0.00
TCDL: NA psf
Load Duration: 1.00
BCDL: NA psf
Spacing: 24.0 "
MWFRS Parallel Dist: NA
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 4x2 SP #1
Webs 4x2 SP #3
Plating Notes
All plates are 4X6 except as noted.
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.
15'7"2
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in toc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.166 F 999 360
A 848 1- I - ! - l -
/ 3.0
Lu: NA Cs: NA
VERT(TL): 0.333 F 767 240
M 852 / - / - / - ! -
13.1
Snow Duration: NA
HORZ(LL): -0.027 J - -
A Min Brg Width Req = 1.5
HORZ(TL): 0.039 S
M Min Big Width Req = 1.3
Code / Misc Criteria
Creep Factor. 2.0
Bearings A & M are a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.537
TPI Std: 2014
Max BC CSI: 0.668
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.553
Chords Tens.Comp. Chords
Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A- B 0 0 F- G
0 -2594
Plate Type(s):
B- C 0 -881 G- H
0 -2334
WAVE
VIEW Ver: 17.02.02.1208.15
C - D 0 -853 H - 1
0 -2334
D-E 0-2030 I-J
0 -1415
E-F 0 -2584 J-K
1 0
0,
SERIAL tk'
40 01 5A 38 FF 5B 81 80887F4900 99 2E 85 FS
r3aliltarsa3va�.8acen, eicztn�xpzf�mmd'.�.:d:aatmdtry r,sac �r AAnrtt,ass
KW ri.,ric. aassz# ttv§zdascsttavmaixi s.�ngaax-i
as 1kr' 4k==de.
apmlld.wlaof" dwjA=nt format ca;r.sr&md grwzi=a smart
.6 tip ba V=ff iCA my dcetfar
cmyiet:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
T-S 0 -0 P-O 2593 0
S- R 1646 0 O- N 1980 0
R- Q 2388 0 N- M 820 0
Q - P 2594 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T-B
14 0
G-O
0
-585
B-S
1162 0
H-O
83
-146
S-D
0-1064
0-1
481
0
D- R
535 0
1- N
0
- 786
R- E
0 -498
N- J
826
0
E-Q
520 -16
J-M
0
-1142
Q-F
0 -273
K-M
0
-40
P-G
125 -87
M-L
0
-7
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen[ Safety Information, byV TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy trneit
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, om7rents for
cable. Apply plates to each face of truss and position as shown above and on the J.m Details, unless noted otherwise. f2efer to J.
Is 160A-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
information see this iob's general notes gape and these web sites: ALPINE: www.alpineitmoom; TPI: www.tpinst.org; SBCA www.sbcindustry.com; ICC: www.iccsafe.org
i
F
bNumber: 36CS00076 Ply: 1 SEQN: 684274 / T25 / SY42 IHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM:GLM DRW.
uss Label: FT3 Wgt: 95.2 Ibs... / ... 05/3012018
6'8" 8.8" 15'4"
6'8" 2' 6'8"
{- 1'l0"12 �{ {
r 1 2 6„— 2'6" '{ 1'�"8 " '{ F� �-- 2,6" _# 1,3„ y{
1113X4(R)
1115X6(R) =3X4 =3X4 1112X4 1112X4 =4X4 1112X4
AB C D E F G H I J K
S R
1112X4
Q P O N
=3X4 =3X4 1113X4(R) =3X4
15'4"
M
L
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA PP Deflection in ' loc Udell U#
Loc R 1 U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.160 F 999 360
A 834 / - / -
/- / -
/ 3.0
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.305 F 823 240
L 850 1- / -
/_ ! -
/_
BCDL: 5.00
Category: NA
Snow Duration: NA HORZ(LL): -0.026 J - -
A Min Big Width Req
= 1.5
Des Ld: 55.00
fXP: NA
HORZ 0.036 J - -
�L )�
L Min BigWidth Re
q
NCBCLL: 10.00
Height: NA ft
Mean Hei g
Code / Misc Criteria Creep Factor: 2.0
Bearing A is a rigid surface_
Soffit: 0.00
TCDL: NA psf
BCDL: NA psf
BldgCade: FBC 2017 RES Max TC CSI: 0.530
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Sid: 2014 Max BC CSI: 0.607
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 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):
i B - C 0 -863
G - H
0 -2498
Wind Duration: NA
WAVE VIEW Ver: 17.02.02.1208.15
C - D 0 -835
H - I
0 -2244
Lumber
D- E 0 -1983
I- J
0 -1385
E-F 0 -2498
J-K
3 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp_
Plating Notes
S-R 0 -1
O-N
2395 0
All plates are 4X6 except as noted.
R - Q 1612 0
N - M
1938 0
Hangers / Ties
M- L
803 0
(J) Hanger Support Required, by others,
1 �t
P- O 2325 0
` if
Additional Notes
via .:
Maximum Web Forces
Per Ply (Ibs)
+ 2x6 continuous strongback. See detail
w
Webs Tens.Comp.
Webs
Tens. Comp.
STRBRIBRIO14 for bracing and bridging
S - B 14 0
O - H
496 -89
recommendations.
B- R 1138 0
H- N
0 -355
Webs are square out except dbl diagonals or as
R - D 0 -1043
N - I
426 0
otherwise shown.
a
D- Q 516 0
I- M
0 -769
Truss must be installed
as shown with top chord up.
;
Q - E 0 - 476
E-P 482
M - J
J-L
809 0
0 -1120
4
-20
P-F 0
L-K
0
#w
-259
G-O 3 -323
K-L
-15
0 -45
40 015A38 FF 53 8180 BB 7F49 00 99.2E 85 FB
ThUftatn 7tastcmcktts g: cxsi—!s 1.d4 Ma.. hftrfin z,
'sa (ft. Lk. NT_1R21 on thadvatstwwa abcsm us$ng a SRA-i
�"ttfCfit§Ca r�`Q.
?r�tndts�¢ft}si� dw_ra�^e-.+taia nrraccass3mrad �=sad sealed
sad tkc.i suirAcnL�.atiesuccde n,a[ �smerifiad�s avpdcctro�3c
c�nlos.
*"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) fo'r safety practices prior to performing these functions. Installers shall provide temporary crney
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Components,, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise_ kefer to I
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professions engineerinresponsibility solely for the design shown. The suitability
and use of this yawing for any strgucture is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: www.sbcindu .com• ICC: www.iccsafe.o
Job Number: 36CS00076 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 .. / ... 05130/2018
5'2"4 7'274
5'2"4 2'
16'0"8
8'10"4
�- 1'3" —{
2'6" 1'1"8 9°4 2'6"12 1 2'6"12 — 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
16'0"8
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 too Udell L/# Loc R / U / Rw / Rh / RL / 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 / - / - / - / - 13.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 N - - W Min Brg Width Req = -
EXP: NA HORZ L 0.033 N - - L Min B Width Re 1.5
9
Des Ld: 55.00 Mean Height: NA ft �) q
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 Bearing K is a rigid surface.
TCDL: NA psf Soffit: 0.00 BCDL: NA psf 9 Bld Code: FBC 2017 RES Max TC CSI: 0.762
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.571 Chords Tens.Comp. Chords Tens. 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 1- J 0 -881
Lumber D- E 0 -2716 J- K 0 -909
E-F 0 -2722 K-L 0 0
Top chord 4x2 SP #1 F - G 0 -2706
Bot chord 4x2 SP 91
Webs 4x2 SP #3
Maximum Bot Chord Forces Per Ply (Ibs) I
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 2526MAP, 0
(J) Hanger Support Required, by othersow" T - S 2716 0 O - N 1700 0
S- R 2844 0 N- M 0 0
Deflection
Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail '� Maximum Web Forces Per Ply (Ibs)
DEFLCAMB1014 for camber recommendations. s ar 1
< Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
WA
A-W 0 -58 F-R 0 277
+ 2x6 continuous strongback. See detail VIMW - B 0 -1175 R - H 252 0
STRBRIBR1014 for bracing and bridging. s B - U 843 0 H - P 18 -24
recommendations.. Ts '0 F U- C 0 -978 H- O 0 -554
Webs are square cut except dbl diagonals or as , C - T 901 0 0-1 582 0
otherwise shown. �� T- D 0 -373 I- N 0 -1100
Truss must be installed as shown with top chord up. IN
E - S 179 -114 N - K 1199 0
'A S- F 198 -395 K- M 13 0
40 01 5A38 FF 55 81 BO 85 7F49 00 99 2E 95 F8
Thu liETRt=beeneiccEsm ¢ ead'=A=aladbyrrar.-_lWain"
PEVL. Lrs.*47dE3f cn tTisdata ahcwn alxi v gaSNa1
tent�atisr soda.
nbn'd crpiasoftHA dwum=m notcmwi&nd sip dand=lad I
an!fl� t auihwt3cstimc� de rant be arrrifW m mydedmWz
cacias. ,
**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
Campo en? Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. installers shall provide temporary °fiey
bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly
attach e�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to °r<jJ'nnznfs' ur
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�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 pro>essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al inenw.com: TPI: www. inst.o ; SBCA wwwsbcindu .com; [CC: www.iccsafe.orq
Job Number: 36CS00076
Ply: 1
SEQN: 684281 / T39 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL
Qty: 1
FROM: DJH
DRW:
Truss Label: FT5
Wgt: 42.0 Ibs
.. / ... 0513012018
6"
1 r2n4
n
�'� �'•-- 1'2"4
=331X6 =3BX6 =3CX6
3X8 1112EX4 = 3XX8
34"8
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#
Loc R / U / Rw / Rh / RL / W
F 579 1- l - l - /_ /_
TCDL: 10.00
Speed: NA mph
Pt 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 Ld: 55.00
EXP: NA
HORZ L 0.002 D - -
� )�
D Min B Width Re
� q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: NA ft
TCDL: NA psf
Creep Factor. 2.0
Soffit: 0.00
BCDL: NA psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.546
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Sid: 2014
Max BC CSI: 0.213
Chords Tens.Comp. Chords Tens. Camp.
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/RT:12(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 chord 4x2 SP #1
Bot chord 42 SP #1
Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Special Loads A- F 0 -28 B- D 0 -718
--(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) F - A 0 -49 C - D 0 -176
TC: From 100 plf at 0.00 to 100 pif at 3.38 F - B 0 -752 D - C 0 -28
BC: From 10 at 0.00 to 10 at 3.38
plf plf
TC: 889 lb Conc. Load at 1.85 L� B - E 50 -11
Hangers / Ties re'
(J) Hanger Support Required, by others
Additional Notes No 04,
Webs are square cut except dbl diagonals or as g
A�
otherwise shown.
Truss must be installed as shown with top chord up. ,
STAT'r
SERIAL*
40 015A 38 FF 50 8180 813 7f 48 00 99 2E 951`13
Sr" ]ten hsu txccn claeiru cieaSys�rbd ad waiad by rsta=A rttarkh=,
ff�(F W.047mtendmm ulinsaslwl
ataffifarGca�xeaze�rt.
?t•€afed cg3iexelChns dac�;r�inse azstta�nv�asd sfdnzaiam� ssaMs#
arnf t}c.ee=R>taa9han�5F�,usCe nrst t:e asrN�J rar aroryre�¢tttm�
=IDA.
"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
foc these functions. Installers temporarryv
Component Safety Information, by TPI and'SBCA) safety practices prior to performing shall provide array.
bracingper BCSI. Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om wnen(s,im
as applicable. Apply plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. (2efer to /
position
drawings 160A-Z for standard 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 ANSI PI 1, for handling installation bracing trusses.A this drawing
conformance with or shipping, and of seal on or cover partgae_ ,
listing this drawingg indicates acceptance of pro fessiona engineering responsibility solely for the design shown. The su" bility
and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this jobs general notes page and these web sftes: ALPINE: www.al ineilw.com; TPI: www.tpinst.org; SBCA: www.sbcindu .corn; ICC: www.iocsafe.orq
IJob Number: 36CS00076 Ply: 1 SEQN: 6842881 T1 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: FT6 Wgt: 120.4 Ibs / .. 05/30/2018
1'8"4 } T1"12 + 9'1"12
1-8"4 5'5"8 2'
1L 2"4 { � 12
P �-- 2'6"
1112X4 1112X4
2X4(R) =8X14 =4X4 W=3X4
A B. C DE F
-F : z
1
X W V U
III6X6 =4X6
18, I8'10"4
�• '�{� 2'612 _ 2'612 1 2'6" 1
1112X4 =3X6 =4X6 1115X6(R)
G H I J K LM
T S R Q P O N
W=H0308 1112X4 =4X6 =4X10 1112X4
18,
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 lac Udefl U#
Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.325 G ' 650 360 Y 1512 / - / - / - / - 14.0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.569 G 473 240 M 1032 / - / - / - / - 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 Code / Misc Criteria CreepFactor. 2.0 Bearings Y & L are a rigid surface.
NCBCLL: 10.00 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 Sid: 2014 Max BC CSI: 0.894 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.694 Chords Tens.Comp. Chords Tens. Comp.
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
Bot chord 4x2 SP #1
Webs 4x2 SP 43
Maximum Bot 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 X - W 1734 0 �R - Q 3227 0
BC: From 10 plf at 0.00 to 10 plf at 17.73? �� W - V 3169 0 Q - P 3227 0
xg MAPTC: 579 Ib Conc. Load at 1.81
" ;r V- U 3690 0 P- O 2071 0
e A
Plating Notes # e i. '. U- T 3867 0 0- N 0 0
All plates are 3X4 except as noted. ap ,� �`- T - S 3842 0
Deflection No 047182
ae 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.
Z-Y 0 -7 G-T 47 -50
Additional Notes A - Y 0 -28 T - H 43 -14
+ 2x6 continuous strongback. See detail STATE 'OF Y - B 0 - 2266 H - R 0 -388
STRBRIBR1014 for bracing and bridging ae B - X 30 8 R - I 457 0
` 0 B - X 10 -3 I - Q 20 -4
recommendations. 15
�' - B-W 1031 0 1-P 0 -786
otherwise sWebs are hown. uare cut except dbl diagonals or as h , C - V 470 8 0 J - O P-J80 -1343
Truss must be installed as shown with top chord up. f V - E 0 -378 O - L 1458 0
URAL E- U 340 0' L- N 13 0
40 015A 38.FF 55 8180 813 7F48 00 99 2E 85 Fri U - F 0 - 241
rtafcltnrmitaabzemck nadasd=z1adbyk6�,dMarttmar,
n o, .. tFs.Cd7EH2.1 an.fhmG43:tc simwrafxarm isaittg a Sx,>z-i
0tii31CSik�3�8' ACd"�d.
tad c�ta�rfua d�tx�rE saffin�Ecsra}dsrsd s9'�aaseand sssa�st
.6 the M3A.lz,4heetka1kMwd0 mmr bi vufbd car a¢r{e90dM k_
c4001.. I j
"`WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
'"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlin shipping,
installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Cc ponengt Safety Information, by TPI an�'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary nsey
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections 63, B7 or B1Q �frarents sr
as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to J.. .
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:'www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcfndu .corn; I= www.iccsafe.orq
r
Jab Number: 36CS00076 Ply: 1 SEQN: 6842911 T32 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW.
Truss Label: FT7 Wgt 112.0 Ibs .. / ... 05/3012018
7'1"12 i 9-1"12 18, _I
r 7T'12 T 2' + 8'10"4
I-1'3" -I
'{ �13"12 1 3"12� r 1�— 2-612 2'6"12
1114X4(R) =3X4
2X4(R) =4X6 =4X6 W=3X4 =3X4 =3X6 =4X6 1115X6(R)
A B C D E F G H I J K L MN
E-: z
1.
k46
X W V U T S R Q P O
==4X6 =4X6 1113X4(R) =3X4 =3X4 =4X4 =4X10
W=H0308
18, -I
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 foe Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.308 H 684 360 Y 982 / - / - / - / - / 4.0
BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.545 U 534 240 N 982 / - / - / - ! - 13.5
BCDL: 5.00 Category., NA Snow Duration: NA HORZ(LL): 0.043 P - - Y Min Big Width Req = 1.3
EXP: NA HORZ TL 0.059 P - N Min Brg Width Re 1.5
Des Ld: 55.00 ( )- q =
Mean Height: NA It Code / Misc Criteria Creep Factor. 2.0 Bearings Y & M are a rigid surface.
NCBCLL: 10.00 P
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.819
Load Duration: 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 it Rep Factors Used: Yes Max Web CSI: 0.652 Chords Tens.Comp. Chords Tens. Comp.
Lac. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 H - I 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
Lumber D- E 0 -2872 K- L 0 -1009
E- F 0- 2872 L- M 0 -1039
Top chord 4x2 SP #1 F- G 0 -3422 M- N 0 0
Bot chord 4x2 SP #1 G - H 0 -3440
Webs 4x2 SP 93
Plating Notes Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp.
Deflection Y-X 955 0 T-S 3484 0
SO
Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail X - W 80 S - R 2991 0
* .` W- V 3282 0 R- Q 2991 0
DEFLCAMB1014 for camber recommendations. k��
'�, ��,��� V- U 3440 0 Q- P 1945 0
Additional Notes '0.
U- T 3484 0 P- O 0 0
+ 2x6 continuous strongback. See detailNo 047102
STRBRIBR1014 for bracing and bridging ft Maximum Web Forces Per Ply (Ibs)
recommendations. Webs Tens.Comp. Webs Tens. Comp.
Webs are square cut except dbl diagonals or as Z - Y 0 -7 H - U 194 -242
otherwise shown.
A - Y 0 -40 U - I 356 - 358
Truss must be installed as shown with top chord up. 0A STATE OF Y - B 0 -1330 I - S 0 -369
B-X 1014 0 S-J 386 0
X-C 0 -967 J-R 21 -23
�qaa� C-W 670 0 J-Q 0 -708
` 7 W F 0- 629 K- P 0 -1260
Is F-V 735 -15 P-M 1370 0
SEAAL#. V-G 0 -537 M-O 13 0
003SA38EF5581BGS37F4800992E95FB
rtAtritsn€:tw beenalezteu:z ' /*god wJ xeatad by WOli tc:
PE M. ucr4nwj on the datashown ab Wnga VA�l
senecaem�a
ftbwdsp raid-do-_r 'Ammgot ccrshwedViandszalad
and tfae.'." Ea AcntSmtimcaea rnwt be midfad cax myctectmnk
pia::
"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 andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rr�eY
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, � nm ynrrenhs.lir
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc'shail 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 d9awing 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 job's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbLindu .com; [CC: www.iccsafe.org
Job Number: 36GS00076 Ply: 1 SEQN: 684297 / T41 / SY42
4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 �FROM:GLM DRW:
Truss Label: FT8 Wgt: 141.4 Ibs / ... 05/3012018
f 9'0"8 + 1019" 20,3"8 {
9'0"8 1'8"8 978
j
r11„�
1fi f — 2'6"12 2'612 —{ f'— 27"4
W=3X4 =2X4(R)
=6X6 =3X4 =4X41112X4 =3X10 =3X4 1112X4 =5X6 1112X4
AB C D E F G H I J K L M N O
+
AC AB AA Z Y X W V 1114X6(R) U T S R Q p
1112X4 =4X10 1112X4 =5X6 W=H0308 1116X6 =5X6
i
20'3"8
I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
LOG R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
Pf. NA Ce: NA
VERT(LL): 0.385 U 621 360
A 1106 /- /-
/- /-
/ 3.0
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.673 U 451 240
p 1110 / - /-
/- /-
13.6
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): -0.061 M - -
A Min Big Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.084 M - -
P Min Brg Width Req
= 1.3
NCBCLL: 10.00
Mean Height: NA it
Code / Misc Criteria
Creep Factor. 2.0
Bearings A & P are a rigid surface.
Soffit: 0.00
TCDL: NA psi
BCDL: NA psi
BldgCode: FBC 2017 RES
Max TC CSI: 0.786
,
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014
Max BC CSI: 0.744
Maximum Top Chord Forces
Per
Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: NA it
Rep Factors Used: Yes
Max Web CSI: 0.752
Chords Tens.Com p
Chords
Tens. Com p
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A - B 0 0
H - 1
0 -4226
I: NA GCpi: NA
Plate Type(s):
B - C 0 -1197
1- J
0 -4225
Wind Duration: NA
WAVE, HS
VIEW Ver. 17.02.02.1208.15
C - D 0 -1165
J - K
0 -3411
Lumber
D- E 0 -2899
K- L
0 -3411
E-F 0 -3981
L-M
0 -1947
Top chord 4x2 SP #1
F- G 0 -4711
M- N
1 0
Bot chord 4x2 SP #1
G - H 0 -4717
Webs 4x2 SP #3
Plating Notes
Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 4X6 except as noted.
Chords Tens.Comp.
Chords
Tens. Camp.
Deflection
AC -AB 0 0
V- U
4717 0 j
Max JT VERT DEFL: LL: 0.38" DL: 0.35". See detail
' "
AB -AA 2245 0
AA- Z 3554 0
U - T
T- S
4711 0
0 0
DEFLCAMB1014for camber recommendations:
ersxPe.
Z- X 3554 0
T- R
3948 0
Additional Notes
- . ��+ ` '
Y - X 0 0
R - Q
2779 0
+ 2x6 continuous strop back. See detail
s
` *NQ 047,182'
X- W 4493 0
W - V 4491 0
Q- P
1087 0
STRBRIBR1014 for bracing and bridging
$
recommendations.*
x '
Webs are square cut except dbl diagonals or as
,- �+ r.
Maximum Web Forces
Per Ply (Ibs)
otherwise shown. -
�
Webs Tens.Com p'
Webs
Tens_ Corn P. �
Truss must be installed as shown with top chord up.
�
S
'
AC- B 14 0
B 1579 0
U - H
H - T
255 -55
0 - 819
a . oe
-AB
4a
�a
AB- D 0 -1457
T- J
488 0
o�
D-AA 909 0
AA-E 0 -891
J-R
K-R
0 -730
0 -65
E-Z 19 -28
R-L
858 0
#
0
E-X 580 0
X-F 0 -710
L-Q
Q-M
-1157
1197 0
40 015A `3S EF 56 81 BO BB 7F 48 00 99 2t 85 FS
F - V 662 -79
M - P
0 -1513
Mlf=kabt ,wd=fadby WwOzaarttns
V-G 18 -228
N-P
0 -40
le .trs.04TWjc c4cdssazhownafaz us5ngasxAa
U-H 85 -18
P-O
0 -7
itentitaetuscr9e.
zW4"atel�Gt�t'�6e�5.}�55iIXt$*—.CIa33im a1a46LRn5$4tNad 5`�r�SS ffi.�SfS{®tf
_
,,
and tf a Z "n�atkvoasda n�nf @e �rrifaed mraeydatror3c
�ylns_
"'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, bV TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary rrrrey
bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properylr y
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61 D, onr acntnts rrr
as applicable. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (2efer to 1.,
drawings 160A-Z for standard 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�fP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawingg indicates acceptance of prolessiona 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'ovs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; [CC: www.iccsafe.org
Boise Cascade Double 1-3/4"' X 16" VERSA -LAM® 2.0 3100 SP
IMM Dry 11 span I No cantilevers 1 0/12 slope
BC CALC® Design Report
Build 6536 File Name: 36CS00076-Beam.bcc
Job Name: 4EHB Hayden-2601 "H" Description: DesignslBM1
Address: Lot 76 Creekside 36CS00076 Specifier:
City, State, Zip:, FL Designer: GLM
Customer: Company: Raney Components, LLC.
Code reports: ESR-1040 Misc:
Floor Beam1BM1
May 30, 2018 09:52:36
ZU-UJ-UO
BO B1
Total Horizontal Product Length = 20-07-08
Reaction Summary (Down / Uplift) (ibs )
Bearing Total _
BO, 6" 5,818
B1, 7-1/2" 5,424
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag
Description
Load Type
Ref. Start
End 100%
90% 115% 160% 125%
1
Standard Load
Unf. Area (lb/ft^2)
L 00-00-00
20-07-08 40
15 01-00-00
2
FT3
Unf. Lin. (lb/ft)
L 00-00-00
20-07-08 321
119 n/a
3
FT10
Conc. Pt. (Ibs)
L 03-09-12
03-09-12 509
189 n/a
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
25,804 ft-Ibs
69.1 %
100%
1
09-11-15
End Shear
4,881 Ibs
45.9%
100%
1
01-10-00
Hole Shear Moment
2,262 Ibs
80.8%
100%
1
17-07-08
Total Load Defl.
U313 (0.754")
76.8%
n/a
1
10-02-08
Live Load Defl.
U442 (0.533")
81.5%
n/a
4
10-02-08
Max Defl.
0.754"
75.4%
n/a
1
10-02-08
Span / Depth
14.7
n/a
n/a
0
00-00-00
Hole Location
Valid
Hole Summary Center Elevation Ref. Width Height Shape Orientation
H01 03-00-00 8" R 4" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (L x W) Value Support Member Material
BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified
B1 Wall/Plate 7-1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified
Notes
Design meets Code minimum (11240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALCO analysis is based on IBC 2009.
Design based on Dry Service Condition.
No 047182
40 015A 38 FF 5681 BO BB 7F48 00 99 2E 85 fB
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and t`a VIA-.Xavth¢nr'sa4t�-s� od.¢ t'.sav &kd—amp dadmrfs
®BolseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3106 SP Floor Beam1BM1
Dry 11 span I No cantilevers 1 0/12 slope May 30, 2018 09:52:36
BC CALCO Design Report
Build 6536 File Name: 36CS00076-Beam.bcc
Job Name: 4EHB Hayden-2601 "H" Description: Designs\BM1
Address: Lot 76 Creekside 36CS00076 Specifier:
City, State, Zip: , FL Designer: GLM
Customer: Company: Raney Components, LLC.
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�-I b d Completeness and accuracy of input must
�— be verified by anyone who would rely on
a • • • output as evidence of suitability for
c
particular application. Output here based
• � • • on building code -accepted design
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 = T c = 6" (800)232-0788 before installation.
b minimum = 3" d = 12"
Calculated Side Load = 440.0 Ib/ft
Connection design assumes point load is top -loaded. For connection design of side -loaded
point loads, please consult a technical representative or professional of Record.
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Construction Details
g� ,� _ Top Lloaded Only Com don
Double 1-we V Lam
qp
17"nr_
See below
mine,
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-r-, BCI@ ,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Cascade Wood
Products L.L.C.
When 2 pieces of 1-31r4" Versa-1arriam loaded from abor
Nail 9-1/2" and 11 718" beams w/ 2 - rows 16d box or sid
Nail 14",18" and IS" beams w/ 3 - rows 16d box or since
Nail 24" beams w/ 4 - rows 18d box or sinker nails.
0471,82,.
40 015A 38 FF 513 81 BO BR7F a00, 99 2€85 fB
a sstit" udh—a . s%nadaud=Ind6p 1teand,cr.
d�M.U.."nsa}anthe &tathaaasaba s*;asm"
ars4ra*mmde.
aad the$—1.10en —1. emez1beVeIiA.d C0 a ayalezt.A
1.,
w
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = LOD
nri 120 mob Wind Soeed, 15' Mean Heloht. Partially Enclosed, Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace fl
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ON
(1) 2x6 'L' Brace I.
(2) 2x6 'L' Brace wee
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' V
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
S P r
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' IV
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
U
Stud
3' 8'
5' 9'
6' V
7' 8'
7' It'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
O
H
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 111
1 7' 10'
8' 2' 1
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3' 1
9' 7'
12' 2'
12' 8'
1 14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' P.
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
CU
I
D F L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8. 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
U_
r
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
+>
_
U
S P r
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10' 10'
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
O
H
Standard
4' 2'
6' V
6' 5'
8' 1'
8' 8'
10' 5'
10' SO'
12' 8'
1 13' 7'
14' 0'•
14' 0'
QJ
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
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' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Q1
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' V
10' 6'
10' 11'
13' 4'
14' 0'
14' V
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
IV 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 7'
8' 2'
8' S'
9' e'
10' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
u
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
�I F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
30' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' V
14' 0'
X
#1.
5' 1'
8' 5'
a, a.
9' 11'
10, 3'
Ill 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' e'
10, V
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
to, 1'
11, 7'
12, 0'
14' 0'
14' 0'
14' 0'
l4' 0'
I
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades)
Group AI
Srice -Pine -Fir Hem -Fir
/ k2 IStandard1 #2 1 Stud
k3 1 Stud 1 #3 IStandardl
Dou to Fir -Larch Southern Pinexww
#3 #3
Stud Stud
Standard Standard
Group Be
Hem -Fir
#1 6 Btr
#L
➢ou las Flr-Larch Southern Pinewww
#1 #1
#2 k2
lx4 Braces shall be SRB (Stress -Rated Board).
wwFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detail Notes,
Vind Load deflection criterion Is L/240.
Provide uplift connections for 75 PIP over
continuous bearing (5 psf TIC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Atioutjt
Attach 'L' braces with 10d (a128'x3.0' min) nails.
A For (1) 'L' bracei space nails at 2' ox,
able Truss
In IS' and zones and 4' ac. between zones.
)Offor (2) 'L' braces- space nails at 3' o,c.
Diagonal brace option.
T
in 18' end zones and 6' o.c. between zones.
vertical length may be
doubled when diagonal
eDIF-L
18
A
'L' bracing must be a minimum of 80% of web
brace Is used. Connect
L
I
member length,
diagonal brace for 600#
,L,
Gable Vertical Plate Sizes
at each end, Max web
Brace
I
total length Is 14'.
11E3iE
Vertical Length No Splice
Less than 4' 0' 2%3
better diagonal
1'
Greater than 4' 0', but 3X4
Vertical length shown
I
brace) single
8,
less than ll'
Greater than 11', 6' 4%4
In table above.
45•
or double cut
(as shown) at
L
1 W+
Refer to common truss design for
upper end.
I I I U U
peak, splice, and heel plates.
ontintmus Benrin 0011 /���fj
Refer to the for conditions
Connect tlb onn at
g
Refer to
ittlttt
�A f+
for 6 lA8 ngth.
not adtlressedBbydlSh�D de24llr
midpoint of vertical web.
chart above
„gcl2
-VARFDG- READ NO FTILLOV ALL NOTES -RI THIS BRAVING
..BePORTANT.. rMOSH TMS MAVtNG TD ALL CCRTRACTM RCLUDBIG TIE I1aTALLExs.
V - • - �,
q�GE�f
REF ASCE7-10-GAB16015
_
Trusses require a."....ro in fabricating, hnndliM shipping, Installing and bracing. Refs:; to and
`
Ethos I latest ,In of 11 (11,11 +g Component Safety Information, by 11 and "1 for`safety
� �'
DATE 10/01/14
prActices prior to perforning these functlores. Installers shall provide temporary bating bpoett BCSL��
ion
� Yl r
1 1•
Unless noted otherwise, top chord shall have properly attached structural sheatNng uW
shalt have a attached rVd ceiling. Locations sham Far permanent lateral restraint of webs
*
Z
DRWG A16015ENCI01014
d
PONF
properly
J or Beta as applKobla. APIAY dots to oath face
sections 'the
Installed per above
shall hsee and
of truss and ppoosition as shown above and on the Joint Detdls, unless noted otherwise.
position
4JIp�
Refer to dro.4,ps 16CA-Z for standard plate positions
Atpine, a division of ITV Budding Components Group Inc shalt not be responsa,le For any d"aVan from
� !�NN 4, i
.
AN ITWCOMPANY
this drawing, any fallure to build the truss In wnfornance with ANSI/TP1 1, or far handling, shIpphng.
T_
ss k� , ,�'
MAX, TOT,
LD, 60 PSF
Installation 6 bracing of trusses.
A sent on this drawing or cover page gsting this draw4rg, Indicates acceptance of professlorml
9y a.'_4 y\
Y'l
1 Sethis . drawing
fee any struetwe sl �1' solely for the design sham The Th��on PeryAand use
one rospons�fllty of the &A
MAX, SPACING 24.0°
133B9 Lakefront Drive
Earth City. MO 63045
For more Information see this Job's genernt notes page and these web sites
94?nteeSRetttll\t
ALPIND w%ateelnettw.com TPA ww.tpinst.org) SBCN wwwsbcbwWustry.org) IM 3M.Fvarg
_
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
are 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00
nr. 1?0 mmh Wind Snead. 30' Mean Halnht. Pnrtinliv Fnrim—al. Exnesure n. K7t = 1.00
S
2"Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace M
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace No
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#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'
S' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
u 1�
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' It,
13' 7'
14' 0'
O
I 1 r
Standard
3' 6'
4' 7'
4' ll'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
9' 3'
111 9'
12' 2'
13, 11'
14' 0'
J
d
oi
S P
F
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
9' 2'
111 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' ill9'
1'
10' 1'
10, 10,
13' 8'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' Ill9'
1'
10, 1'
10, 10,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
p7'9-
8' 3'
e' 11'
9' 7'
12, 2'
13' 0'
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8'9'10'
6'
13' 3'
13' 9'
14' 0'
14' 0'
_
SPF
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'10'
4'
13' 1'
13' 7'
14' 0'
14' 0'
I 1P
Stud4'
0'
6' 7'
7' 0'
8' 4'
8' 8'10'
4'
13' 1'
13' 7'
14' 0'
14' 0'
O1
1
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
10' 4'
11' 10'
12, 8'
14' 0'
14' 0'
(1J
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13' 11,
14' 0'
' 0' 14
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
1 13' 3'
13' 9'
14' 0'
14, 0'
#3
4' 1'
5' 11'
6' 4'
7' I1'
e' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Q1
D F L
Stud
4' 1'
5' It-
6' 4'
7' 11'
8' 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'
t0' 2'
11' 0'
11' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10111
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Cs
LDO
U
S P F
H F
r 1I
#3
4' 5'
7' 7'
8' 1'
1 9' 2'
0, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
8' 1'
9' RI.0,
11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 01--
Standard
4' 5'
6' 6'
6' 11'
8' 8'
o, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
XSP
#1
4' 10'
8'0'e'
3'9'
5'
1' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
0j
#2
4' 8'
7' 11'
8'2'9'
4'
U61
t, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9'1'l'
0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
DFL
Stud
4' 6'
6' t0'
7' 3'
9' 1'
1' 0'
IS' 6'14'
0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' 5'
8' 1'
o, 11'
11' 5'
12, 8'
13' 7'
14' 0'
14' o'
Bracing Group Species and Gradesi
Group At
S uce-Pine-Fir Hem-Flr
#1 / #2 Standard 1 2 1 Stud
#3 Stud 1 #3 IStandard
1)ou ins Fir -Larch Southern Plnewtim
#3 #3
Stud Stud
Standard Standard
Group B,
Hem -Fir
#1 g Btr
qi
Dou las Flr-larch Southern Pinewww
#1 - #t
#2 #2
Ix4 Braces shalt be SRB (Stress -Rated Board).
■.For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grade —
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over,
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outloakers
with 2' 0' overhang, or 12' plywood overhang.
Atioutjti
Attach
'L' braces with 10d (0.128'0.0' min) malts.
)K For (1) 'L' brace, space nails at 2' o,c,
nhle Truss
In IS' end zones and 4' o.c. between zones.
)K)KFor (2) 'L' braces. space malls at 3' o.c.
Diagonal brace option.
,-
In 18' end zones and 6' o,c. between zones.
vertical length may be
doubled when diagonal
18'
�
�
'L' bracin must be a minimum of 80X of web
g
brace Is used. Connect
L
member length.
diagonal brace for 690#
'L'
'Gable Vertical Plate Sizes
at each end. Max web
Brace
total length Is 14'.
jK
Vertical Lennth No Sp llce
2x6 DF-L #2 or
Less than 4' 0' 2X4
better diagonal
'r
Greater than 4' 0, but 4%4
Vertical length shown
brocei single
8,
less than l2' D'
In table above,
45'
or double cut
(as shown) at
L
1
+ Refer to common truss design for
upper end,
peak, splice, and heel plates.
ontlnuous
Henring
Refer to the Building Designer for conditions
Connect dlagonn at
mld olnt of vertical web.
Refer to
chart
111liltti!
above for max &b` e rt(H#11, length,
not addressed by this detail,
—VARNDlf" READ AND F13LL13V ALL NOTES ON THIS DRAVINGI
.xDMTANT>v FURNISH THIS DRAVINO T9 ALL CONTRACTORS 1I4CLUDM THE INSTALLERS.
.,% •,/
T/.,,
REF ASCE740-15AB16030
DATE 10/01/14
Trusses require trend care In fabricating, hondllrg, shipping, hst.tling and bracing. Refer to and
fail.. the latest edition of SCSI UNAd!ng Component Safety Infornotlgn, by TPI and SDCA) far FeTy
��.�
\ �� a
pr.ctices prior to p.rfor d g these functions. Inst.U.re shall provide tenpoe-y bratlng per RM.Unless
i—t—.t bottom
�t� L`ts�`
t
noted otherds., top chord shntl lmv. properly att.&.d sheathing and chord
shot( have . prop.My attached rigid ceilbg. Locatlore sin- Par p.—..t lateral restraint of ebs
sand on tI 1J or DID, as applIcablo. Apply plates to each Fnc.
shot( have bracing Installed per above the Joint Details, uriess noted otherwise.
of tru.s and position s sho+n andar and
_ No
T
DRWG A1603GENC101014
IILII= 71lIJLr_J�l
to i
Refer to drawings 160anZ for standard plate positions.
C—p-ents Group Ina be far d.vi.tlon from
— ATE OF
AM fTWODMPANY
Alph., . division of TTV Duedtrg shot[ not responsible any
this wawtng, any f.Aure to buildruss In the tconformance with ANSI/TPI 1, or for ho-drop, shipping,
Installation L brocing f trusses.
i .sip
MAX. TOT.
LD, 60 PSF
A seat — thL, drawing or cover page Usting this d—ing, Indicates acceptance of professional
responsibility sate[y for the demon sfndm. The sdlt.biltY and use of this drowkep
P. `
O 4 0 F 1L
gtee.rbg
far my structure Is the respansO.Wty of the Building Designer per ANSI/TPI 1 Sea2,�jj�
1 ..
�C 5�
,51f
MAX. SPACING 24,0'
_"in Cit133 y MO163045
notes
TPI..—tp4.t.orgjeSBCNI C(] ccsufvarg
'itay
S � T1,�!!p " t4
ALPINE.I.emiA�Ipb1@fc�1.CGl w+clr�Wgushyarmgle wv.
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Tr
Gable Detail
For Let -in Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of member length,
Gable vertical length
greater than 48' 'L'
Dr 'T' brace required
Gable Truss Plate Sizes
Refer to appropriate Alpine gable detall for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Examples 2*2X4
2X8
) No 'L' or 'T' I I
brace required +
In ileu of scab brace Gable Provide connections for uplift specified on the engineered truss design,
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Nallss
10d Common (0A48'x 3,',min) Nags at 4' ox, plus
(4) nulls In the top and bottom chords.
Toenailed Nallss
10d Common (0.148'x3',mIn) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detall for ASCE
wind load,
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOID14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
"VARRuam READ Arm FaL17W ALL NOTES M 11M BRAVDAM
SADP[RTANT" nRNISH TM 11RAWIM TO ALL CUMTR CRRS DIMURM THE INSTALLERS.
Trusses require extreme care In fabricating, handting. shipping, InstalUng and bracing. Refer to and
L' V follow the latest .didas of BCth se C¢v�oni nt Safety Inforswtlal, by TPI and radm for safety
prat s no prior to perf ,top these all have installers ens shall provide structural
sh a•y b9 am IT.r BC c
Unless noted otfier.fse, taP chord shaft have property
attached permanent lateral
restraint
bottom chard
shalt have ¢ properly attachedper raid sellTg. LB3. Bans shorn for permanent . ppl plot"
t" to a of face
��� f� n shalt have lra�p installed per BCSI sandals the
J or Dig, as . sable, Apply plats to each face
0 I�I\\\v li i of truss and po>�tlon as shown above and on the John! OetaRs, unless rested otluMse
�.I Refer to drofegs 16OA-Z for standard plate positions.
AN 11VV COMPANY ihy do a division of IiV MdIna Components Graayp Inc. shall mot be responsim for nn�y deviation Fran
rtg, any Pnlsre to bold the truss In conformance .kin ANSUTPI 1, or for hnnaurg, shippInp,
• Installation t bracing of trusses.
A seat on this druwN or cover Pape dstVq this drofInp, Indicates acceptance of professional
.ng *_. rospa�lkv srolNy ftx� the deslnm sham The sukoblky and use of this drasYp
01— �„ n...a ,- far amy struct r. I.tlx rtspatuttRky of the MAN& q Designs pfr MLS7 M I S e
'•,,��oAi.��,r
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'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -null - Or - End-nait
r 01 -1
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detall).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord,
'T' reinforcing member material must match size,
specle, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T' Relnf.
''
MAX. TOT, LD. 60 PSF
DUR, FAC, ANY
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
r,
W4X4, Min,
W1.5X3
Typ,
2x4 Chords
W3X4, Min, w Hip Frame, 'R'
Hip frame stops at ptumb cut of
jacks to maintain pitch continuity.
Hip Frame Details B Hip Frame
Common
24' Tr.Asses
TYp
Stepped Hip
System Trusses
2x4 Purlins
Setback
n cik 1 Hip
Pitched and Sheathed
Chord Area
Hip Framew
______ ___ / B Bottom Chord
W3X4, Min, o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0.131'x3.5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0.131'x3.5' nails @ 6' o.c. maximum spacing,
—Y
Hip Frame
Section B-B
Hip frame lumber is SPF, So. Pine, HF,
or DFL Standard, Stud grade, or better.
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required.
'R' Hip frame chords may be trimmed up to 2' to fit,
be intact attached,
I--- Setback -—System
Stepped Hip
purlins must and property
Trusses
Use this detail for,
Hip Frame - provided
by truss manufacturer,
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or
Hip frame is designed
to provide bracing for flat top
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or
chords of hip frame
system where indicated, Flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or
chords of stepped hip
system must be So. Pine lumber,
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C,
Structur anels must be properly attached directly
Residential, Wind TC DL=4,2 psf, Kzt=1.00
To hipty ��lts►�;lins•
..vARxwGw aEAB Arm IT$LDV uL rmTEs w THIS aRAvp+a
nlHPlilTANTn FUAl76H THIS BRAVAIG TD ALL CWTRACTOILS MUBR/G THE 1RSTALLERS.
Trusses .quire e.tre,e care In Pabrlmtinp• horoltinp• shiPPinp• 1,11ip and braci7p. Refer to and
GE� �%
��.� LSF`
REF HIP FRAME
DATE 10/01/14
folb► the latest edition of SCSI CBuRtllnp Canponent Sofaty InfornntWn, by TPI and SBCA) for safety
Practkes prior to Perf... hV these fw'.V is. Installers shall provide tenporwY brodn Per BCSI.
lMlesa rated otMrrke, top chord shall have properly attached atructurnl ahenthmp aneibatto chord
shall have o properly attached ri81tl ceRb,p. LocaYtorts shorn far P._-.nt lateral restrnht of
87 Be APPIY to entl7 face
Plus,
*-
Na
c
DRWG HIPFR1801014
a
���
shall have bradn� Installed Par BCSI sectbns B3, ar ns npdknbte. plates
of truss nM pp.o&= as shown about and an the Joint un ess noted otherwise.
�•
_
/$' A/iE OF r
AI': �iw OOMPANY
Refer to drovinps 160A-Z for standard plate Pasitlor-
Atol-, a division of ITV Building Conponents Grouupp Inc shall not be responsNie for any devintlon fro,
this drowinp, any f Rure to bJld the truss 67 confarnnnce rlih ANSI/TPI 1, or for hantlUnp, sNPP!rV,
.Q
� � !(�• �"
%• � O
9E4ii �,
lnstnllatian L br.WB of trusses.
A seal on -Oft drasbv or cover Pape Ustft this drask,8, Witcates acceptance of professional
InsA}rrueeslponsOilU solely for the tle ah.— rla The sWtobRlty end use of rids drawft
for Y
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t
73388 Lakefront Drive
Earth City. MO 63045
f� era arnntion e this job's gerotnot s p ge ands iheseS.eh sites,Fxb
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Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonat bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing is 24' o.c, detail Is not applicable If cap supports additlonol loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Engineer's sealed truss desion drawino for oioovback and base truss soecificatlons.
Detail A 1 Purlin Spacing = 24' o,c, or less
12
enus unu us cv mux v— oNuuny n, yr awrrn,
Detail B 1 Purlin Spacing > 24' o,c,
12
Up to 12 17
Piggyback cap truss slant nailed to all top chord purlin
bracing with (2) 16d box nalls (0135'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 purlin bracing to the flat top chord
using a minimum of (2> 16d box malls (0.135'x3.51).
Purlin Spacing>
24' o.c..c.max
Top Chord Scab (Typical Each End) Chord Full
Flnt top chord purlins required at
Depth both ends, purlln spacing > 24' o,c,
Note, If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max, and use Detail A.
-WARNDKR— READ AND FOLLOW ALL NEITES ON THIS WAVING TALLER 1. ,
KRIWORTANTn FLM3 jH THIS DRAVM TO ALL CDNTRACTDRS MMtM— viS S.
Trusses Fabricating, handling, InstalU'Q and bracingg.. Refer to and
� — - .1y
require extreme care In shipping,
follow, the latest edition of SCSI (Gump component Safety tnf—V.n, by TPI and SBCA) for snFety
//�'. ec
�� V\VC,
practices prior to performing these functions. Instaii-S chap provide tenpsrary braSnq per BCSI.
ttoched henthing bottom
17T
w,n
Unless noted otherwise, top hard hall have properly structural and ehxd
shall haven properly attached rigid Locations sinm Par pern lateral restrolnt w,ehs
N
Oshot!.
sect) l.. h
have bwclrB Installed Per BCS[ seettons 83, 87 or 810, ns aPWEalee. Apply plot to eaU face
of tw6c and sltlon as shown aboveand an the Joint Details, unless noted otherwise.
AN tI1NdOMPAN)'
Refer to drawings 16OA-Z for standard plate poslVb
Alpine, a dlvislon of ITV Md? Co ponents Group Inc. shall not be rasponVble far ony devlotkin fro'
tNs dmwtng, any Failure to bull the truss fn conformance with ANSI/TPI 1, or for hondUna, shipping,
—
+'ti
'1L .
ATE OF
installation L brocim of trusses.
llstfig VMS d—k*, Indkates acceptance of
m
A seal on this draw,tng or cover page professional
erg4lew ig responsesUty solely far the deslgr, shorn The sultobillty and use of this dt-nw,t+g
�q
d kf
13389 Lakefront Drive
Earth City, MO 63045
iar any strucdre Is ttw respa�illty of the �Idbg Designer per ANSI/iP2 1 Sec2.
For more I.Parnotion see this b'B enernl notes and the" web sites,
ALPDr 1 w,wwabMNtw,.cwod TPL wwxtolnstor9 SBCA, nots" MQuestryami ICG wvw.tccsofearg
�.
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails <0.135'x3,5')
and secure top chord with 2x4 03 grade scab
(1 side only at each end) attached with
2 rows of IOd box naps (0.128'x3') at 4' o,c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3.5').
The top chord #3 grade 2x4 scab may be replaced
with either of the Followings (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nalts, (4)
Into cap TC 6 (4) Into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' naps. Notes Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XIO Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' <min) APA rated 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 112, full chord depth scabs (each face).
Attach a 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 Plgavback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c, Attach teeth to plggvback at time of
fabrication, Attach to supporting truss with
(4) 0,120'x1,375' nails per face per ply.
Piggyback plates may be staggered 4 o.c. Front
to back Faces.
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
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,qam 3o ano3 apim o} (s)grons Alddy
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L I'
,4}6ual Aagwaw
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sl .aagwaw 6ulnuo3ula8 n•o ,9 o
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Cracked or Broken Member Repair Detail
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces may be increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel
and no more than two breaks per truss are 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 nalling distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
sppecies as damaged member, Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel,
Nail Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered,
Nail using 10d box or gun nails (0.1280x30, 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 ptate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
s
L L
4' o,c
Typical ~
0 + 0 + 0 + 0 +
2' 1—
Stagger
= Back Face 10d Box (0.128' x 3', min) Nailsi
= Front Face 2x4 Member - Double Row Stagger(
2x6 Member - Triole Row Staggere
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
e
24
975#
1055#
1495#
1745#
Web or Chord
2x6
146K
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#
6095#
6660#
s
L
NWnum H
L Distance
Knhun
L Distance
H
L z4
L
L
Nail Spacing Detail L
—VARNINOW READ AND FMUV ALL NOTES IN THIS DRAVD+w ���` 1 r '+oREF MEMBER REPAIR
■■IMPORTANT- FURMSH THIS DRAWING fo ALL CONTRACTORS DCLUDDC THE D(STALLERS.
Trusses requW xt—v core in fnbrk:atahg, handling, aMpping, Installing and brocft Refer to and IN� �
fait.. the latest °ditiw of BCSI (Buadng C.nponent Safety Nforn.tion, by TPI and SECA) far safety �' DATE 10/01/14
practice= prior to performing these functions. Installers shalt provide ter�pornry bracing par BCSL No. DRWG REPCHRD1014
Unless noted otherWse, top Chard shall have property attached structural sheatidng on bottom dhow
chap Fww a properly attached Held caalnp, Locotlons shoes far pernnnent Interot restrain! of ebs
snnU hove bracng instas 5 par aboRCSve
sand an the
J °r BIB, ils unLessbno Apply platesotherwise.
to each fore
of 4russ nntl ►►ees ticn as shorn above and on the Joint Details, uNess noted other.l5e.
Refer to dra.Inps 16CA-Z for standard plate positions. E ��
Alpine, a division of 1TV Ulding Components Grote Inc. shall not be responsible for any devlotion from �t
AN 11WC+OMA4NY this d avLg any falture to bL&d the truss In confornanw with ANSI/TPt 1, or for handWhp, sh'pP4+g, !�'t
Installation L bracing of trusses. ��
A Seat on tNs drowNg or cows page Ustlne this dra.Ig. Indicates—pt.nce of professonot
enel eering rasponcmUty =TINY fw the design sho.n. The suitability and ust of this drawing
13389 Lake4onl Drve For any stntture Is the resportffiIsb' of the Mdine Designer per ANSWPI 1 See2
Earth City MO 63045 A1P17, ;�;A p,, Win; o„°�,; ,.;' x.. 0 ss n': cad ttand reese wei,sites (ease 4�fA� �i; A�'1 ��,��t SPACING 24.0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0. OC MAX. LENGTH TO TRIM
TILLER
r 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 <DR FLAT BOTTOM CHORD SECTIONS OF A TRUSS)
WLATERAL 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'-O' 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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' D.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
wnTP'n ON THIS SHEET
f USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS),
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
iE 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 C❑NDITIONS. BRACING REQUIREMENTS MAY
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (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') 2 3' ❑,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). _
ovgRlmxi T READ AND rTO AL ALL IRW ON This 131W Ct
ttI1WORTANTn FIA2NISH THIS BRAVING TO ALL IDITRACI'�2S 1NCLUBIfd'i TIE DISTALLERS
`�,T /r! J'a
B FILLER
Trusses require ertreme care In fabrkathV' handung, thyll,g, mstnUl and brach9. Refer to and
follor the latest etlttlon of BCSl t&diding Component Safety nfornatbn, y 7P[ and SBCA) far safety
`��
` �� v v,
�,f.,
DATE 10/01/14
fl ^oI� 11�
ctices prlar to performing these functions. Installers shall provide temporary brndng per BCSL
I"ess noted otherwise, top chard shall have property attached structural ahem ng and bottom char
shall have n properly attodhed rlpW 1e11nB• Locaibrcs shown forpermanent lateral restraint of ribs
Installed per BCSI section
shall have and th J or BIB, as applicable. Apply plates to each face
of truss antl as shaven ahove an Whit Details, unless rated otherrise.
N
7�&
DRWG REPBCFIL1014
Q
u v
in,1position
p(i o l
Refer to drawings 160A-Z for standard plate posltbns.
4
AN Ii1N [OMPANY
glpine, n division of RV B.1dQ Conponents Group Inc shall not be responsible for any devlutbn fromS
this drawing, any F.11— to Wild the truss in confornance with ANSLTPI 1, ar for hondgng, shipping,
Installation L bracing of trusses,
A � OF
.
��
A sent on this dr4*v or cover Po UstMg this drowhg, Indicates acceptnhce of professional
ena. respon ��11{}yy solely far to design sbm The s stabitly and uae of this aradng
i �� „�`•
13389Lakefront Drive
for al sirucd+rt is the re�onSWky of tie Bvlr�rl Besigher per ANSLTPl i Sec2
�`4t
Eanh City, MO 63045
For More infarnation see this Job's general notes page and these web sites
ALPING—fitaineltt.com TPA wrttpb9t0r9J SBCA- tw sbclntlust'Y r91 ICO wtwlccanf-9
}•� a, ¢��:+ v�
Z3pi,,' �jJA ,hl}tr�__ _
SCAB 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)
nails at 8' o,c, plus clusters of four nails where shown in figure below 00,
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections.
VAwaNle.e READ AND FOLLOW ALL NOTES ON THIS BRAVING
sspp�TANTo Ft RNMI TIM BRAVING TO ALL CONTRACTORS INCLUDING TILE INVALIERS.
`� �v �%dj f'4 TOTAL TOP CHORD
TO
REF 2X4 SCAB ❑.H.
DATE 10/01/14
Trusses rewire extrene care In fabrlcatft, hondlbrp, shlpp:,g• MstalUng end 1,=% Rofar to and
follor the latest edition of BCS[ feWding Component Safety Iniorrmtlon, by 7P[ nrd SBCA> far safety
eGENSF (n LOAD NOT
C'a - EXCEED 40 PSF
DRWG ❑HSCB2X41014
practices prior W performing these functions. Installers shall provide tenporar bradng per BCSL
Unless mated oeherrise, top chard shall have property tt.ch.d struct-nt sae 0 and button chord
�Q.,
_ ivo (DEAD PLUS LIVE)
S have a property attached Hold ceiling, Locations shorn Par pernonent lateral restraint of sobs
have installed BCSL sections or BIg, ils appiic% Apply plates to each face
dshownp,tr
shall per
the J no
of truss aM poalHon as above and an the Joint Details, unless noted otherNse.
and pas
Refer I6OA-Z for
= .A.
7�
to drawings standard plate positions,
Grok, Inc be far an devlatlon fron
SATE OF
..
AN rTWCOMPANY
Alpine, a division of ITV Bulding Components shall not responsible
this drnsing, any fnnvre to build the truss In conformance �Nh ANSVTPI 1, or for hwWii li, sWppl g,
�. �Q y
Instnllntlon L brawl, of trusses.
A send on this draibp or cover pope listing this drarinp, Indicates acceptance of professto,nl
the this drawing
t1 V
: 9� A`& �� � ww
DUR. FAC. 1,15/1.25
13389 Lakehont Drive
re ysolely for the deslgn st— suitability and vse of
for any s tlfe respons6llty of the &AIdIngFor Oeslgner per ANSI/TPi f Sac2.
�q .®'
'fpNA��Ttttt+
Earth City. MO 63045
�fyF„ SPACING 24'
ALPINE, rrvalpUwitr.con TPIerrw.tpY�ct.orgi SBCA� w.sbcl�,agustry orgloICGvverlc wfe.org
12 (2) 16d TOE NAILS
T
VARIES OPTIONAL SCISSORS BOTTOM CORD
3-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
N.T.S.
r-1�2
VARIES V
OPTIONAL
TYPICAL CORNER JACK (CJ)
N.T.S.
(2) 16d TOE NAILS
—(4) 16d NAILS
See Connection Detail
—(4) 16d NAILS
See Connection Detail
m a_ CONNECTION DETAIL
(BJ) (2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
G� 2x4 SYP Nailer 16" Long
L 6�-0� MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
tz
16d NAILS
B VARIES
2�.Se.
(4)
Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER SET INSTALLATION '��1191A
1��� �eeee
TYPICALING (P.S.F.)
t TILE: SHINGLES: o ,,
TOP LIVE LOAD: 1 20 20 No MANUEL MARTINEZ, P.E.
TOP DEAD LOAD; 15 7
BOTTOM DEAD LOAD: 10 10 d d FLORIDA REGISTERED ENGINEER
TOTAL: 1 45 37
STRESS `INC. 1.25 1.25 = �ci LICENSE # PE 47182
WIND DESIGN: MI4X. 160 MPH PER '. .STE OF e 44/
ASCE 7-10 MM. 24° O.C.
-*WARNING** Read Read & Fdllow all notes on this drawing. ,R�
Furnish this drawing to all Contractors including the installers. eeeS/O �I-
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