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HomeMy WebLinkAboutTRUSSf! ' A
SCANNED
RANEY COMPONENTS�g�U' ' Untii Cover Sheet
aney 19900 Independence Blvd. Order #
Groveland, FI 34736 JOB # 36CS00067
0n1r0neNtS, LEC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Printed: Fri, May 11 2018
-Job Information.
Address:
FOR Name and License Number:
7ustomerName:
i
Creekside Lot 67
7R Horton
8620 Cobblestone Dr
7escriptfon:
City, State, Zip:
tEAB Aria "C"
Fort Pierce, FL
L VG.YI//y ....V,.irl"gowiff.
Roof Loads: I
Floor Loads:
TC Live: TC Dead: BC Live: BC Dead:
TC Llve: TC Dead., BC Live: BC Dead.
20
7
0
10
20
7
0
10
Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wfnd 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
21 Total 21
# DESCRIPTION SEQNO # r
DESCRIPTION SEQNO
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Page 1 of 1
r
Job Number: 36CS00067 Ply: 1 1 SEQN: 667772 / T11 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 7 FROM: AH DRW:
Truss Label: Al " " Wgt: 224.0 Ibs / ... 05/11/2018
6'4°8 7'10" . 14'4-7, 19'4° 24'3"9 30'10" 32'3° 38'6"
6'4"8 1'S" 6'6"7 4'11"9 - 4'11"9 6'6'7 1'5" 6'4"8
i
FsSXS
M2X4 =4X6, =3X4 sa3X8 m3X4 =4X6 111:50
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
�1T 6'2"12 59°4 �2'0"1 5'3°t + 53°1 �2'0"15 5'9"4
6'2"12 12' 14'0"1 19'4" 247°1 26'8" 32'S'4 38'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 7" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria ,
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.176 N 999 240
B 1606 1692 1936 ! - / 433
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.454 N 999 180
J 1606 / 692 / 936 / - ! -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.132 L - -
B Min Brg Width Req = 1.9
Code I Misc Criteria
Creep Factor,. 2.0
J Min Brg Width Req = 1.9
Bldg Code: FBC 2017 RES
Max TC CSI: 0.774
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.583
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.924
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0 F - G
1786 -1841
B - C 2411 -2955 G - H
1995 -2323
C - D 1968 -2359 H - I
1968 -2360
D - E 1995 - 2322 I - J
2411 - 2956
E- F 1786 -1841 J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
•
inofir,
B - R
2583 -1933
O - N
2009 -1335
I
R- Q
2580 -1934
N- M
2581 -1924
'
.vsoa
Q - P
2580 -1934
M - L
2581 -1924
rx� �ip
P - O
2008 -1319
L - J
2584 -1924
s
72
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
+
R - C
278 - 5
O - G
790 - 756
C - P
688 -603
G - N
460 -267
P - E
460 - 267
N - I
688 -603
ATE
E-O
790 -755
I-L
278 -6
F-O
1371 -1230
40 015A38 FF 56 8180 BB 7F48 00 99 2E 85 FB
Thu itatrclraa.3amektai c .g: res3maw2fadby 65 w'd MartI4",,
PE(R. uc.047F924 on no d2to sthowa above WOO a V,4.1
�tlscisGcaSess�r.
Bade �rct e a at�rs sate f a94;ntd, d—led
and tiv SKA4 akAraU=,&mcode mmk be *e ifbd mwyd"trank
Dios:
"WARNING" READ AND FOLLOW ALL
"IMPORTANT"" FURNISH THIS DRAWING TO ALL C
a division of
i w 1,.or for n
acceptance
any structure
ON THIS DRAWING!
:TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporary
ihed structural sheathing and bottom chord shall have a propef!y
s shall have bracing installed per BCSI sections B3, B7 or 10,
,ve and on the. Joint Details, ,unless noted otherwise. (2efer to
failure to build the
g or cover page
in. The suitability
this
0
Job Number: 36CS00067 Ply: 1 SEQN: 667774 / T22 / COMN
4EAB Aria "C" /DR Horton ME4B Aria "C" * ")` Qty: 2 FROM: AH DRW:
Truss Label: A1A Wgt: 260.4 Ibs .. / ... 05/1112018
I Y"5'12 24'Y6
�
14'4"8 17�10'4 ,I 21'1" 30'1"80' 323' N.
6'6"14 3'5"12 1'9"1 6'6 1'S" 6'4"8
®2X4 e4X6 ®5X10 MX4 167X4 -SX10 -, X6 623(4
SEAT PLATE REQ.
SEAT PLATE REQ.
1' 6'2°13 5'9°3 2'2"12 3'9"4 3' 35°4 2'2°12 5'9°4 6'212 1'
f• 6'2'13 12' i i42 18' 21' 24' 44 26'8' 32'S°4 38'8'
Loading Criteria (psf) Wind Criteria Snow Criiteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U ! Rw / Rh ! RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 1691 1935 I - / 433 18.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.515 Q 999 180 L 1523 / 691 / 935 / - / - / 8.0
BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C i HORZ(TL): 0.179 N - - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8
NC13CLL: 10.00 P
Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.770 Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.598
Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.932
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2309 -2307
Lumber B - C 2406 -2779 H -1 2270 -2394
C - D 1960 -2167 I - J 1988 -2131
Top chord 2x4 SP #1 D - E 1988 -2130 J - K 1961 -2168
Bot chord 2x4 SP #1 E - F 2231 -2343 K - L 2406 -2TT9
Webs 2x4 SP #3
i F- G 2261 - 2247 L- M 27 0
Bracing
(a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% leng!h of Chords Tens.Comp. Chords Tens. Comp.
web member. Same species & SRB grade or better,>1j�
attached with 8d Box or Gun (0.113"x2.5",min.)nails + B - W 2427 -1929 R - P 12 -10
@ 6" oc. r�. W - V 2424 -1929 P - O 2424 -1924
��� sae V - U 2424 -1929 O - N 2424 -1924
Wind eta - U-T 11 -9 N-L 2427 -1924
Member design based on both MWFRS and C&C. ! sy S - Q 1848 -1125
No 2
' C w Maximum Web Forces Per Ply (Ibs)
I WX Webs Tens.Comp. Webs Tens. Comp_
W- C 282 -6 G- Q 941 -1008
"T C-U 688 -618 Q-R 10 -1
,p, apt U-E 541 -729 Q-H 165 -18
U - S 2156 -1531 Q - 1 508 - 245
E-S 282 -13 Q-P 2218 -1594
. 3-T 1 -1622 -1 P K 688 617
RIAL
S-G 908 -988 K-N 282 -6
40 01 SA38 FF 56 $1 BO BB 7F48 00 99 2E &5 FB
This itamhsx elet3am aq>. rod aro=,alaj tR 4.Sa iMartinez
aOL.ul:,.6.47IH21 oar the daleslarwe ab= trin8 a V.A° 3
"endcaum=de.
Fruited cgai�cdIhil do azc,t are 0&tCrAidvad ssraaf auad;eaiad
oral tlx:-A,. ssRheotkatsmcode mt=t tia dfizi ca aaydedranh
,Inn
*`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted othenvise,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 63, B7 or 81D,
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 16OA-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSUI 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 Q�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this JoVs general notes page and these web sites: ALPINE: wwwA ineitw.com; TPI: www. insta ; SBCA: www.sbdndu .com; ICC: www.iccsafe.org
r
ITruss LAjia atrelC"A/2DR Horton MEAB Aria "C" . I I Wgt 224.0 Ibs I FROM: AH 768 / T7 /SPEC I DRW; 05/11l2018 I
i 6'9 9 4"8 T10° 19' 24'3°9 30'°7 32'3 3 14'4
r 6'4°8 6'S"14 h 47"14
1164 ®4X6 -a M ®3X8 - X4 a4X6 it X4
SEAT PLATE REQ.
1' 6'2"12 5'9"4
6'212 } 12'
38'8"
2'0"15, 10'6"2 2'0"1
�14'0"1F6 247"1 + 26'8°
SEAT PLATE REQ.
59"4 6'2"12 1'
32'5"4 + 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA' Ct: NA CAT: NA PP Deflection in too Udefi U#
Loc R / U / Rw [Rh J RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.176 N 999 240
B 1606 1684 1934 / - / 427 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA , Cs: NA VERT(TL): 0.454 N 999 180
J 1606 1684 / 934 / - /-
18.0
BCDL: 10.00 Risk Category: If
Snow Duration`. NA HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS.
Des Ld: 37.00 EXP: C
HORZ(TL): 0.132 L - -
B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 10.00
Code / Misc Criteria CreepFactor. 2.0
J Min Brg Width Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.773
Bearings B & J are a rigid surface.
9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std:', 2014 Max BC CSI: 0.583
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.931
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp:
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G
1751 -1841
Lumber
B - C 2378 -2955 G - H
1962 -2321
C - D 1935 -2359 H - 1
1935 -2360
Top chord 2x4 SP #1
D - E 1962 -2320 1- J
2379 -2956
Bat chord 2x4 SP #1
Webs 2x4SP#3
I
E-F 1751 -1841 J-K
27 0
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp. Chords
Tens. Comp.
member. Or 1x4 " 17" reinforcement. 80% length of
B - R 2583 -1903 O - N
2009 -1312
web member. Same species & SRB grade or better,1
R - Q 2580 -1903 N - M
2561 -1901
attached with ed Box or Gun (0.113"x2.5",min.)nails
X'
6" oc.
1 �x
Q - P 2580 -1903 M - L
2581 -1901
Loadingv'6
P - O 2008 -1297 L - J
2564 -1900
e .
Truss passed check for 20 psf additional bottom
7
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-high x 24"-wide
Webs Tens.Comp. Webs
Tens. Comp.
clearance.
w.
R-C 278 -5 O-G
8W -755
Wind
C - P 689 -603 G - N
460 -267
Member design based on both MWFRS and C&C.
is -
P - E 460 -267 N - 1
E O 803 754 I L
689 -603
276 6
a
- - -
O - F 1370 -1239
-
40 015A88 FF 5B 81_ B0 8B 7F49 00 99 2E85 FB
i5is ltemc hastann cladamsjsrmd aaa2scealccitry vs1 klartbGes
'A(R. U,,rA7PS21 on0todaWshowmatxa ua.$ag�5HA"8
srnacat3ciscm�z<
tad cc�tas�ixt3a doervvyaiam notcs�idoraa sfdncdaztd ssaiad
a dthe MARasAhs allcacedeMa ttKWAf&dMacyd"Mr&.
MRS.
`*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610,
le. Apptq plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
failure to build the
g or cover page
in. The suitability
any
Job Number: 36CS00067 Ply: 1 I SEQN: 667766 / T6 I HIPS
4EAB Aria "C" /DR Horton /4EAB Ada "C" Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 247.8 Ibs .. / ... 05/11/2018
6'4"9 T10"9 14'4"8 17' 21'8" 24'3"8 30'9"7 1 32'3"i7 38'8" i
r B-4"9 +1'6" 6'S"15 '{' 2'7"B+ 4.8• 2_r 1 B'S'15 6" 6'4"9
v5X8 --5X6
F G
012X4 s 4X6 =3X4 m3X4 m3X8 �3X4 �4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
38 8"
1' 6'2"13 5'9"3 2'1" 2'11" 4'6"4 3'0"12 2'1" 5'9"3 62"13 1'
62"13 + 12' + 14'1"i 1T + 21'6"4 247 ze6"� 32'S"3 r 38'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Stdt ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow C►lteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.162 R 999 240
B 1566 / 695 / 940 I - / 385 18.0
Lu: NA Cs: NA
VERT(TL): 0.432 R 999 180
K 1563 / 695 / 940 / - /- 18.0
Snow Duration: NA
HORZ(LL): 0.069 M - -
Wind reactions based on MWFRS
HORZ(fL): 0.126 M - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 2.0
K . Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.773
Bearings B & K are a rigid surface,
TPI Std:'! 2014
Max BC CSI: 0.561
Bearings B & K require a seat plate.
Rep. Factors Used: Yes
Max Web CSI: 0.948FT/R
10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate y.pe(s
Plate Type(s):
'
Chords Tens.Comp. Chords Tens. Comp.
WAVE 1 1
VIEW Ver: 17.02.02.1208.15
11 A- B 27 0 G - H 1907 -1945
B - C
2360 -2874
H - I
1943 -2219
C - D
1916 -2266
I-J
1916 -2258
D - E
1943 - 2227
J - K
2361 - 2866
E- F
1920 -1966
K- L
27 0
F - G
1742 -1692
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-T 2511 -1918 P-0 1919 -1330
T - S 2508 -1918 O - N 2501 -1934
aase�
At
S - R 2508 -1918 N - M 2501 -1934
6 � 114 R - Q 1927 -1314 M - K 2504 -1934
: ;
� Q - P 1697 -1028
No 047182
" Maximum Web Forces Per Ply (Ibs)
i Webs Tens.Comp. Webs Tens. Comp.
10 xfir
T-C 281 -5 P-G 707 -721
STAGE C-R 691 -616 P-H 810 -651
r a# R - E 433 -267 H - O 430 -263
Wad E - Q 818 - 656 O - J 692 - 617
F-Q 732 -761 J-M 281 -5
%_id%aiss.A ':ffi F-P 213 -208
40 015A 38 FF 55 8180 BB 7F 49 00 99 2E 95 FB
a9s3x iCej:tiA32 besre cicdcmY£rx,'yvEgttndaaa9 sx^alcd 5Y k7sxmve9 Mart}nca,
�(FL.Uc:xBTti<2l ont3,acFaacgfu°rwn atm�asknga5Fi�3
endcaravle.
xFibud uTisafthh drr_csae A=z NO tra ti&asd *nddmd =126
srd ibc:a aentica43cessaDe nszt LcarsrH'd�-ese ztdttitiarlc
dies_ ,
—WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propetly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 810,
e._ Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to
a division of
iri i,orrorr
acceptance
any structure
ml —t— n —,
failure to build the
g or cover page
in. The suitability
Job Number: 36CS00067 Ply: 1 1 SEQN: 667770 / T5 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 2 FROM: AH DRW:
Truss Label: A4 Wgt: 259.0 Ibs .. / ... 05/11/2018
r 6'4"9 15 } 194° } 238° 309`1 1 2'3'� . 38'8"
6'4°9 1'6° T1"7 j 4-4" 4'4° 27"8 4'5"15 1'6" 6'4"8
H4XE
3:3
102X4 =4X6' m3X4-3U4 =3X8 =3X4 -=5X6 lfl X4
SEAT PLATE REQ.
SEAT PLATE REQ.
38'8"
1' 6'2"13 59 4'4" 4'4" 3' 5'9"4 L 6'2"12 1'
6'2"13 12' 23'8" + 26-8" 32'S'4 r 38'8"
1Y
15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA I Ct: NA CAT: NA
PP Deflection in loc Udefi U#
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.154 S 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.422 S 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.064 N - -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.120 N - -
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor. 2.0
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.890
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.578
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.956
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
Webs 2x4 SP 93
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'"T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails ,
Wind
Member design based on both MWFRS and C&C. 4 2:
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1523 / 697 / 938 / - / 345 / 8.0
L 1523 /697 /938 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
L Min Brg Width Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1848 -1853
B - C
2340 -2781
H - 1
1979 -2009
C - D
1906 -2171
I - J
2050 -2248
D - E
1933 - 2132
J - K
2031 - 2287
E - F
2248 -2082
K -L
2304 -2751
F- G
1848 -1853
L- M
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U
2428 -1934
Q - P
1755 -1191
U - T
2425 -1934
P - O
1964 -1459
T - S
2425 -1934
O - N
2393 -1906
S - R
1842 -1298
N - L
2396 -19W
R - Q
1768 -1189
a
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
WO W
. STATE OF
U - C
C-S
279 -4
694
Q - H
P-1
256
673
-214
a
-618
-526
+ re
S - E
460 - 216
H - P
547
- 620
Aso
E - R
F-R
1130 -774
797-1190
1-0
O-K
353
549
-265
-476
ON
F- Q
256 -190
K- N
237
- 8
.hw_.......,.,
G - Q
228 -234
-
4001 SA38 FF 58 81. 80 BB W48 00 992E 85 F8
M iICPSAxs�bcetsmd9=ledby 1,11r e1 Marttnc,4
-£ (Et., tit.C48EF>2(cvitf��L�mte 51�a�rars alxira g a 5ii;��1
xa33snnCua:�is s+s9e-
i
meted cepta rA dv donymavawa ant =iAdtadd:4nu .=d s. hd
ar»d tf sxa.3 acetlient s twd¢mrei a tfsed.momydecImWz
Sias.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1
"*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, byV TPI anf7'SBCA) tot safety practices prior to performing these functions. Installers shall provide tempos
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. AppTy plates to each.face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be jesponsible 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 protessionat engineering responsibility solely for the design shown. The suitability
ie of this drawingB for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
f I
Job Number: 36CS00067 Ply: 1 SEQN: 667757 / T4 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" " City: 2 FROM: AH DRW:
Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/11/2018
6'4"9 13' 19'4" 25'8" 32'3"7 38'8"
6'4"9 + 6'7"7 + 6'4" ;:,6'4" + 67"7 + 64"9
,-5X8' 1112X4 P-15XS
D E F
192X4=3X4'3X6 =3X8=3X6=3X4 1112X4
I
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
I
1' 6'2"13 6'9"3 1; 5'4" 5'4" 1' 69"3 6'2"13 1'
6'2"13 13 14 19'4" 24'B" 25' " 32'S"3 3818"
' I
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 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): 0.182 E 999 240 B 1616 1699 / 931 / - / 304 18.0
BOLL: 0.00 Enclosure: Closed Lu: NA I Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 / 931 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS
EXP: C HORZ L 0.131 J - - B Min Br Width Re 1.9
NCBCLL: 10.00 P
Des Ld: 37.00 Mean Height: 15.00 ft � )� 9 q
9 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.718 Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:. 2014 Max BC CSI: 0.576
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp,
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 2012 -2366
Lumber B - C 2330 -2952 F - G 19M -2452
Top chord 2x4 SP #1 C - D 1980 -2451 G - H 2330 -2953
Bot chord 2x4 SP #1 D - E 2012 -2366 H -1 27 0
Webs 2x4 SP 93
Maximum Sot Chord Forces Per Ply (Ibs)
Loading Chords Tens.Comp. Chords Tens. Comp.
Truss passed check for 20 psf additional bottom B - P 2576 -1921 M - L 2118 -1370
chord live load in areas with 42"-high x 24"-wide !
clearance. �rJ(tj(lkil It P - O 2573 -1922 L - K 2118 -1370
O - N 2118 -1354 K - J 2574 -1938
Wind �� #tom N-M 2118 -1354 J-H 2577 -1937
Member design based on both MWFRS and C&C.
- Maximum Web Forces Per Ply (Ibs)
+a' ' Webs Tens.Comp. Webs Tens. Comp.
s ' P - C 247 -4 M - F 355 -295
C - O 629 - 505 K - G 629 - 505
D - O 437 -281 F - K 437 -281
D - M 356 -295 G - J 247 -6
TAT:. OF aJ E - M 302 -344
*gym .
."o.. .
F
40 015A38 FF 5B BI BO BB 7€ 49 00 99 2E &5'FB
�<1� lsan2aaffiacsaelattruaia�.yxad�ss �aiadby +Aasaac9 Martines;
2s ESL• trek04nuj an the &L town aiman udng a sKr.L
aa�enteca�x,c�da.
=the rewtbe vzd1 don urtrdeaterk
ca�las_
—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, handlingshiigping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, by TPI and SBCA) r sa ty practices prior to performing these functions. Installers shall provide temposrryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10,
as applicable. Apply places to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
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 trusses.A seal on this drawing or cover pa e. .
listing this drawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability
and use of this 9rawing for any structure is the responsibility of the 6uiiding Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00067 I Ply: 1 SEQN: 667755 / T3 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A6 Wgt: 217.0 Ibs / ... 0511112018
I
21
64"9 166"l +19315� "1"13 { '3i +3'°9 I 7 66-4 476944I
io5X8 ! 112X4 =3X4=3X6112X4
M
O_
rn
=4XG
112X4 =3X4 =YX6 -3X8 =3X8 -3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' 6'2"13 1 !19"3 3 1 2'6"1 5'712 2'6"3 3' 4'9"3 6'2"13 1'
6'2"13 11' + 14' ,166"1 22'1"13 + 24'8"+ 27'8" + 32'5"3 + 38'8"
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NAI Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA' Ce: NA VERT(LL): 0.178 F 999 240
B 1523 / 701 1918 / - / 263
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.487 F 999 180
K 1523 1701 1918 / - / -
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.066 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.124 M - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Code / Misc Criteria Creep Factor. 2.0
K Min Br Width Re = 1.8
9 q
Soffit: 2.00
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES Max TC CSI: 0.551
Bearings B & K are a rigid surface.
9 g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std' 2014 Max BC CSI: 0.449
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.537
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
2217 -2472
Lumber
B - C 2310 -2734 H - 1
2217 -2472
Top chord 2x4 SP #1
C - D 2086 -2360 I - J
2086 -2360
Bot chord 2x4 SP 91
D - E 2217 -2472 J - K
2310 -2734
Webs 2x4 SP #3
E - F 2217 -2472 K - L
27 0
F - G 2217 -2472
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - T 2377 -1894 P - O
T-S 2375 -1895 O-N
2058 -1489
205E -1489
°yak
S - R 2058 -1473 N - M
2374 -1911
e
R - Q 2058 -1473 M - K
2377 -1910
Q - P 2493 -1725
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp_
Sf
T-C 202 -8 F-P
C S 510 384 H P
100 -91
257 264
- - -
D S 365 297 P 1
-
588 483
'K.
-
- - -
D Q 588 I N
-
365
- -483 -
-297
41
4
E - Q 256 -264 N - J
Q-F 100 -92 J-M
510 -383
202 -10
40 01 SAi38 FF 5B 8180 BB 7F48 00 99.2E 85 FB
*Wlamhmtecn ekdsm x?mad ZOO Itd by Pr7a Amartl='
k's OL. Lk.04'ws on the daa¢gtawn attest wAnga saga
aadiendc��sa�ad�.
rftwudcoptnaittlida-usentmnot =d&yeds '=dmind
and the �"�;A.:2 aFsant3catiexscadc muse Ses3fa:.{.eas ae}rstactror,;c
rarylos_
—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 sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
did ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
Ile. ADDV plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
any
Lis drawing,any failure to build the
on this drawing or cover page.
re design shown. The suitability
a 1
I
Job Number: 36CS00067 Ply: 1 SEQN: 667753 / T2 / HIPS
4EAB Aria "C" /DR Horton MEAB Ada "C" Qty: 2 FROM: AH DRW:
Truss Label: A7 Wgt: 218.4 Ibs / ... 05/11/2018
24'4"4
' f -r "2 } 28''t34"q 2"8 38 9'"64"8 27543"12 43812 r848
"
,
25X8 =3X4 1112X4 m4X6 e3X4
D E F G H �cvol
11
6 g3X4C
T
J�3X4
�
O
=4X6(A2) B
3°3 A
���Km4X6(A2)L
�
C-71`1 U T S R Q P O N M
1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 012X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
�1 + 6 2"12 h 2 94 FL 5'3"12 53"12 2'0"4 2'9"4 + 6'2"12 1
6'212 9' 12' Z 04 19'4" 24'7"12 26'8" 3 32'5"4 3818"
140 4 9V
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 / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 / 703 / 900 / - / 222 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 K 1523 / 703 / 900 / - / - / 8.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.132 M - - B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 It Code / Misc Criteria Cree P Factor. 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: 0.551 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:, 2014 Max BC CSI: 0.468
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a Rep Factors Used: Yes Max Web CSI: 0.582
dwa It FT/RT:210(0)/10(0) Mfg Specified Camber:
Loc. from l: Any
GCpi: i: 0.1.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2581 -3077
Lumber B - C 2295 -2726 H - 1 2452 -2841
C - D 2205 -2485 I - J 2205 -2485
Top chord 2x4 SP #1 D - E 2452 -2841 J - K 2295 -2726
Bot chord 2x4 SP #1
Webs 2x4 SP #3 E - F 2581 -3077 K - L 27 0
F - G 2581 - 3077
Wind
Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
.04 B - U 2368 -1874 Q - P 2872 -2051
U - T 2366 -1874 P - O 2188 -1602
T - S 2188 -1586 O - N 2188 -1602
tea" S - R 2188 71586 N - M 2366 -1890
R - Q 2872 -2035 M - K 2368 -1890
No 047102- It
�w Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
a �
U - C 163 -12 Q - H 276 - 243
>.STATE. 'OF C - T 448 -276 H - P 459 -487
D - T 303 - 354 P -1 881 - 684
P D - R 881 - 683 N - J 448 -276
R - E 459 -487 I - N 304 -354
E - Q 276 -243 J - M 163 -14
si"ems. _vet,. F-Q 258 -266
40 015A 38 FF 53 8180 BB 7F 48 00 99 2E 85 F€1
ThUltemfi=bsmetettmazfica:+.,ra madanda IadbyidasxzelMaritw
Qrt. t�.a�ala�# oo t3ixd�a ahssw;c alraw� cr�laga srsxa
1i31iS61:i7$t:r C.
tndc ofcfd's dccu-mumv mot ana& and si Sand mmiad
m.dthe SiMAIasfdwent;caa aemdeenvtba*mifaedcn my dectmnk
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 fabricatinghandlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices pdor to performing these functions. Installers shall provide temporarryy
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attachedgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, 67 or 610,
as applicable. Apply plates to each face o 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 Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing of trusseS.A seal on this drawing or cover pa e_
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 ANSIrrP11 Sec.2.
For more information see this 'ob's eneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpirtst.org; SBCA wwwsbdndustry.com; IM www.icesafe.org
G
T I V
Job Number: 36CS00067 Ply: 1 SEQN: 6677511 T19 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: A8 Wgt: 211.4 Ibs / ... 05111/2018
I
77' +-4T19'4" } + 2+ 3+ 388"
56912 2561"12 16T2
I
=6X6 104X4 =5X6 =6X8 =6X6
12 C—avar••t D TC2 E F G TC3 H
Q P- O N M R IL K i 1 r
012X4 E5X6=110308 =6X12 =H0308=5X6 1112X4
10(83)
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
264" 124"
610"4 19"1 54"+19°1 5�I 610"4 +1�
6'10"4 12'2"4 14' 19'4" 24'8" 26'5"11 31'9"12 38'8"
( I
0
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL' 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf. NA , Ce: NA VERT(LL): 0.154 D 999 240
B 1764 / 813 / - 1- 1-
/ 8.0
BOLL: 0.00 Enclosure: Closed
Lu: NA : Cs: NA VERT(TL): 0.428 D 999 180
R 4125 / 1842 / - / - ! -
/ 8.0
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.044 N - -
1 228 / 128 / - / - / -
/ 8.0
Des Ld: 37.00 EXP: CMean
HORZ(TL): 0.083 N - -
Wind reactions based on MWFRS
Height: 15.00 ft
9
NCBCLL: 0.00
Code / Misc Criteria Cree Factor. 2.0
P
B Min Brg Width Req = 2.1
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.764
R Min Brg Width Req = 4.9
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2
TPI Sid: 2014 Max BC CSI: 0.875
1 Min Brg Width Req = 1.5
Bearings B, R, & I are a rigid surface.
g
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: No Max Web CSI: 0.729
Bearings B, R, & I require a seat plate.
Loc. from endwall: NA
FT/RT:20(0)110(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
A - B 27 -20 F - G
878 -1948
Bot chord 2x4 SP #1
B - C 1494 -3272 G - H
1884 -837
Webs 2x4 SP #3 :W4 2x4 SP 91:
C - D 1505 -3364 H - 1
256 -151
D - E 878 -1948 I - J
27 -20
Bracing
E - F 878-1948
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB or better,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
grade
8d Box Gun
attached with or (0.113"x2.5",min.)nails
6" cc.
f
qr r► aw
g _ Q 2857 -1281 N - M
Q P 2832 M L
713 -1657
713
Plating Notes
v ,
`
- -1276 -
P - O 3367 -1527 L - K
-1657
90 -191
(••) 1 plate(s) require special positioning. Refer to
ae
O - N 3367 -1527 K - 1
84 -163
scaled plate plot details for special positioning
,
requirements.
iV
Maximum Web Forces Per Ply (Ibs)
VA
w
Webs Tens.Comp. Webs
Comp -
Tens. Comp_
Loading
9
.
rcZ
#1 hi supports 7-0-0 jacks with no webs.
P PP 1
4, STATE F
Q - C 611 -117 N - G
C- P 639 -275 G- L
4041 -1783
1476 -2694
P-D 286 L-H
900
Wind
x
-62
-2042
Wind loads and reactions based on MWFRS.
�s� 4 -
E _ N 772288 -1590 H - K
666 -147
40 01 SA38 i F 50 8180 BB 7F48 00 99 2E ES FB
Vkitem km bs atedm ka,4 nad and saaladby tR» lMarkin",
PE VL. Lk.%47is2.f cm the data awwa abanr tring asRA•i
ent�atzm�z. r.
a�tad r��rcTa's dofcaasset nor crra"tdfand %danil sraiad
aas6 tl s3R.a axA.hastt4ta bs o n-t ba vmiled raeamcVd"trank
sa�ias.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�hertiise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
)iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to
a division of ITW Building Components Group Inc. shall not be'responsible for any deviation from this drawin any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _
this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
Job Number: 36CS00067 Ply: 1 SEQN: 6677821 T23 / SPEC
4EAS Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: RS DRW.
Truss Label: A8G Wgt: 208.6 Ibs .. / ... 05111/2018
16'6"5
l
T
2~10"11�
11'10"15 1
21'
i 26'4"
29'
33'6'12
7
'}r 4'10•15
2,8"
4,6"12
I m5X6
�5X8 m4X4 m3X6 =5X6
T
T
12
C D E F
G -
H
1
8
J
Im �
=4X6(A2)B
K=3L6(A1)
133
A
T
P=6X8
�3X4("")3 U14X4(R)
U ON 3X6 EaX8
SEAT PLATE REQ.
SEAT PI,A'IERIQLAIEMq ATE REQ.
SEAT PLATE REQ.
21'
77flfliCC__ 4'4"
12'8"
12
13 +
1
h1 T
71"12
+ 1174 18 2
21'3
28'2"4-�26'8'
2 4
r 38 8"
9,
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U#
TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): 0.083 S 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.242 S 999 180
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.031 P - -
EXP: C )- 0.058 P HORZ(TL
Des Ld: 37.00 -
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.659
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.614
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.984
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE ! I VIEW Ver: 17.02.02.1208.15
Lumber Platind Notes
Top chord 2x4 SP #1 All plates are 2X4 except as noted.
Bot chord 2x4 SP #1 (*") 1 plate(s) require special positioning. Refer to
Webs 2x4 SP #3 scaled 'plate plot details for special positioning
Bracing requirements.
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member- Same species & SRB grade or better, j
attached with 8d Box or Gun (0.113"x2.5",min.)nails,
@6"or-.
tP.
Special Loads -
--(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25)
TC: From 56 plf at -1.00 to
56 plf at
7.00
TC: From 28 plf at 7.00 to
28 pit at
19.06
TC: From 56 pit at 19.06 to
56 pit- at
39.67
BC: From 4 pit at -1.00 to
4 pit at
0.00
BC: From 20 pit at 0.00 to
20 plf at
7.03
BC: From 10 plf at 7.03 to
10 pit at
19.06
BC: From 20 plf at 19.06 to
20 plf at
38.67
BC: From 4 plf at 38.67 to
4 pif at
39.67
TC: 200 lb Conc. Load at 7.03
TC: 171 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06
TC: 174 lb Conc. Load at 19.06
BC: 513 lb Conc. Load at 7.03
BC: 127lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06
Wind
Wind loads and reactions based on MWFRS.
No 047182
STATE O
40 01 rA38 FF 5B 8180 BB 7€ 48 CO 99 2E 85 FB
stairteamksa7�ccn¢IactYxtcx js edaa5waladbyrAa=lrmtartk"'
PE M. Lk.047193tcaatom t ste g aSHA,z
hanC:raticas; z�Sr�
I
Fxtatudcvpamsaftfhdrrcxat A= mot cotd6srcdsiVwd=d=W
and bar dfbdM=VdCdMnk-
cn4m.
♦ Maximum Reactions (Ibs), or *=PLF
Loc R /U IRw /Rh 1RL /W
B 1506 l736 /- !- /- l8.0
P 3051 /1518 !- /- /- /8.0
P* 24 /2 /12 /- /- 152.0
U 273 1171 /- !- /- /8.0
K 381 1169 1- !- I- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
P Min Brg Width Req = 3.6
P Min Brg Width Req = -
U Min Brg Width Req = 1.5
K Min Brg Width Req = 1.5
Bearings B, P, P, U, & K are a rigid surface.
Bearings B, P, P, U, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B
27 -20
G-H
1458
-742
B - C
1308 - 2673
H - 1
218
-164
C - D
1065 - 2220
I - J
220
-176
D - E
452 -1011
J - K
159
- 303
E-F
452 -1011
K-L
27
-20
F - G
1458 - 742
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B-T
2317 -1110
P-0
657 -1168
T - S
2345 -1116
O - N
323 - 576
S - R
2184 -1059
N - M
323 -576
R-Q
2184 -1059
M-K
272 -101
Q - P
904 - 411
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C - T
687 -155
G - P
320
-409
C - S
65 -174
P - H
497
-1063
S - D
435 - 70
O - H
167
- 288
O - Q
785 -1539
H - M
787
-360
Q-F
1329 -512
M-J
238
-351
F - P
1473 -2965
I - M
259
-275
*"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI and SBCA) f-or safety practices prior to performing these functions. Installers shall provide tempos
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
ojid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
i e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
of
irf 1,ortor n
acceptance
any structure
its drawing any failure to build the
on this drawing or cover page_ _
to design shown. The suitability
Job Number: 36CS00067 Ply: 1 SEQN: 667777 / T18 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" 1 City: 3 FROM. AH DRW.
Truss Label: B1 Wgt: 93.8 Ibs / _.. 05/1112018
I
6'4"8 j 9'8" 12'11"8 18' i
f 6'4"8 3'3"8 h 3'3"8 + 5'0"8
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
D=5X6
113X10(E5)
T
T
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
12'8" 5'4"
1, 6'2"12 4 2'4" 1'1"4 4'1012
6'2"12 9'8" 12' 13'1" 18'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 43
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA I Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std 1 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.036 F 999 240
VERT(TL): 0.046 F 999 180
HORZ(LL): 0.022 F
HORZ(fL): 0.024 F -
Creep Factor., 2.0
Max TC CSI: 0.395
Max BC CSI: 0.292
Max Web CSI: 0A80
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 618 1296 / 379 1- / �194 18.0
1 438 1153 / 300 10 / 0 / 8.0
L 366 1195 / 233 /- /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
1 Min Brg Width Req = 1.5
L Min Brg Width Req = 1.5
Bearings B, I, & L are a rigid surface.
Bearings B, I, & L require a seat plate_
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 D- E 686 - 447
B - C 818 - 807 E - F 605 - 378
C-D 648 -454 F-G 617 -418
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-K 661 -658 I-H 619 -813
K - J 658 - 657 H - G 303 - 400
J - 1 309 -406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
low K - C 234 -44 J - E 227 -136
ow
AA C - J 495 -420 E - H 330 - 309
" D - J 226 - 393
STATE
40 01 SA 38'FF 5B 81 S0 BB 7F48 00 99 2E 85 FB
%UIiervltai bm ek fined-=J axaird by LbiA rMariinsr,
PE(la., ttc.c ts821 an th�siaxa starwa aCnxa unfngasNTw3
sokientdcatt�nfa.
wbted tr dtfis doamzaam notmniliaad Ware$vubd
and Maey€Mtrmrk
mz9es.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handling shipping, installing.and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. AppTy pates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
this drawing indicates acceptance of pro essiona 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 Daoe and these web sites, ALPINE: tt".aloineihv.com: TPI: www.toinstoro: SBCA www.sbc!ndusW.com: ICC: www1cesafe
I I r
Job Number: 36CS00067 Ply: 1 SEQN: 667733 / T171 GABL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss Label: 132GE Wgt: 119.0 Ibs .. / ... 05/11/2018
iV
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
�— 1'8" # 1'4" -{
MP)
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements_
Va" I 'i 19'4"
9'e" V8"
'=2X4(A1)
19'4"
19'4"
i
19'4'
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.023 S 999 240
B` 91 / 39 / 53 /- / 16
/ 156
Lu: NA Cs: NA
VERT(TL): 0.052 S 999 180
P• 168 191 1 121 1- /-
124.0
Snow Duration: NA
HORZ(LL): 0.016 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.020 M - -
B Min Brg Width Req = -
Code / Misc Criteria
Creep Factor. 2.0
P Min Brg Width Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.157
Bearings B & Q are a rigid surface.
TPI Stdi 2014
Max BC CSI: 0.130
Rep Factors Used: Yes
Max Web CSI: 0.106
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT.20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 1-1
384
-85
WAVE
VIEW Ver: 17.02.02.1208.15
B - C 169 -190 J - K
341
-108
C -D 169 -171 K-L
233
-56
D - E 205 -151 L - M
203
-76
E - F 252 -131 M - N
177
-99
F-G 300 -110 N-O
141
-121
G - H 351 - 89 O - P
37
- 80
H -1 401 -87
a
40 015AM FF 515 8180 8B 7,F 48 00 99 2E 85 FB
Thu Itemlmt nclersMIk2w Mped and waiad by MUAMl marten
:�€Ft. Sfr.�Ci-EPt2f oereAc daaa sriawa e6n� rttRng a 53tA 8
aSi3tiCACKat�tYGbde.
Ptaated cp ofV% decazaAntaac mot cunsi&red s4,mad;md scalad
=Y the FRA«3.ZLOnntiAt'coi Suede RL.tbad ,I(W masydectmk-
=Ples.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AC
194 -182
W - V
65
-22
AC -AB
196 -183
V - U
64
- 22
AB -AA
197 -185
U - T
64
-21
AA- Z
198 -185
T - S
64
-21
Z-Y
198 -186
S-R
65
-21
Y-X
199 -186
R-Q
66
-21
X-W
199 -187
Q-P
79
-14
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-AC
112
-55
V-J
145
-28
D -AB
107
- 75
U - K
282
-198
E -AA
99
- 73
T - L
70
- 31
F - Z
100
-73
S - M
66
-25
G-Y
154
-74
R-N
86
-27
H - X
187
- 82
Q - O
323
-189
I - W
40
- 242
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted ojherwise,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 faceof truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to
BOA-Z for standard plate positions.
a division of
ivi 1,or Torn
acceptance
any structure
failure to build the
g or cover page,
rn. The suitability
I . t
E=4X4
IJob Number. 36CS00067 Ply: SEQN: Truss Labe": C1G Horton /4EAB Aria "C" I Wgt 143.41bs I FROM: AH 734 / T9 / GABL I DRW % 05/1112018 I
4'2" 84"
4'2" 4'2"
f --1'8" —+— 1'4"
i (TMP)
2X4(A1) B
SEAT PLATE REQ. SEAT PLATE REQ.
8'4"
T
O_
N
1
1 }
8,4
B'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pr In PSF)
Def11CSl 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 / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.018 K 999 240
B 375 / 173 / 251 / - / 118 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.021 M 999 180
H 375 / 173 / 251 / - /- / 8.0
BCDL: 10,00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.009 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
0.009 D - -
B Min Big Width Req = 1.5
NCBCLL: 10.00
Height: 15.00 It
TCDL: 4.2 psf
Code
Code / Misc Criteria
Creep Factor. 2.0
H Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.227
Bearings B & H area rigid surface.
g 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.123
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.058
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp_ Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 E - F 573
-349
Lumber
B - C 499 -386 F - G 531
-368
Top chord 2x4 SP 41
C - D 530 - 368 G - H 500
-386
Bot chord 2x4 SP #1
D - E 573 -349 H -1 27
0
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp. Chords Tens. Comp.
All plates are 2X4 except as noted.
B - N 316 -282 L- K 313
-272
Wind
Member design based
both MWFRS C&C.
M - LM 313 -272 J - H 316
-285
on
and
,p
Additional Notes
x -
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Camp.
See DWGS A16015ENC101014 & GBLLETIN1014 for
p,r
�, +
�
.. ,�r
gable wind bracing and
other requirements.0.
4.7i
C - N 91 -15 K - F 148
-36
D-M 148 -36 J-G 91
-15
E - L 152 - 237
ar
STATE
Of
40 015A.38FF 53 8180 8B 7F48 00 99 2E &5 FB
MIcllemTrax bcetf cladz¢tdCa }sb5atad x�sd :mafad by r rAM WdIMar,
M V t.. tit.;;4n22.(tM dtadate Shaun ataaivmas a 5)4&•3
�stltcrtacatle�s zr€!a.
tads ia3:c3 sdavr^crsiarmnotrana7d ad$*WdMnndsalad
aori aka ee^ .• ay ¢nCza*i ecxle mcsCl3mvai dM ydce tsar
caylai.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricatingg handlI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide tempos
per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610,
icable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to
)s 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 ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing, indicates acceptance of �rofessrona7 engineering responsibility solely for the design shown. The suitabrhty
I ! a
Job Number: 36CS00067 Ply: 1 SEQN: 667735 / T20 / VAL
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 1 FROM: AH DRW'.
Truss Label: MV1 Wgt 16.8 Ibs / ... 05/11/2018
R
=@M
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: If
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL:'10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Right end vertical exposed to wind pressure.
Deflection meets 1-1240.
Additional Notes
See DWG VAL160101014 for valley details.
T
i
I
4,3„8 _!.
_ 4'3"8
r 4,3"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NAB Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
D' 75 7 28 / 52 /- / 26 / 51.5
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA: Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.008 C -
D Min Brg Width Req = -
HORZ(TL): 0.009 C - -
Bearing D is a rigid surface.
Code llMisc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.274
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.232
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.184
A - B 39 -172
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE]
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
A - C 278 - 33
allo 047182'
STAT E O
E3
40015A38FF558 B0887F4860992E115FB
r£fsitem htsbrmetearmrisa j*ncda�s3ssalad6yfAaxvrstMartts,rs,
Pe (A. Lk.0471921 mntha daft Aawn Abm Wk1f; a 5HA3
s andmtkncoia_
Frbtrld emiasarrfds doe,sarnt= not csmat5rrad sfgnddand seafad
mdtfoc wiAam.9ammtit.ndfi denaerfdoctrmnk .
caBylat.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 297 - 98
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALLICONTRACTORS 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, bV TPI and'SBCA) tot safety practices prior to performing these functions. tnstailers shall provide temperarrVy
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly
attached ric7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincqLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, .
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the guiiding Designer per ANSI/TPI 1 Sec.2.
For more information see thislob's general noses pacte and these web sites: ALPINE: www.al !nedw.com• TPI: www. into ; SBCA www.sbdndu .com; IM wwmicesafe.ong
z 1 l
Job Number: 36CS00067 Ply: 1 SEQN: 667736 / T21 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss label: MV2 Wgt: 14.0 lbs .. / ... 05/11/2018
=4W
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: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Additional Notes
See DWG VAL160101014 for valley details.
12
6
R
1112X4
L213118
213118
213118
T
1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or.=PLF
Pg: NA i Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL / W
PY NA Ce: NA
VERT(LL): NA
D• 75 / 23 / 49 / - / 15 / 27.5
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.001 C - -
D Min Big Width Req = -
HORZ(TL): 0.001 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.051
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.062
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.045
A - B 19 -55
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens Como
No 047102
t,10- STATE F
lk,;p
4 Ulu�
40 01 5A 38 FF 59 81 BO BB 7F 48 00 99 2E 95 FB
risti Item Imbeen a aa5 saaiadby Wm.9 Wrtirmi
Pe VL,ifc.g4Zimfon the data fmwe abwatr.$ng a SKIAE
enticase,
P's'�trd cw,c!nsa�th�s dnctarrs^rmt �m m�tcccmSnctsd sv�ranticsterB
aaa8 tIV-SK0.2 W_Ah 601i zfiozde6twt be..ift9{ MS 7dectrank
teems.
A-C 115 -7
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 124 -48
`"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, b TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herwise,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 B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f Zfer 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 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing,indicates acceptance of pr 3 essiona engineeringg responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the euitding Designer per ANSUTPI 1 Sec.2.
a 1 7
Job Number: 36CS00067 Ply: 1 SEQN: 667738 / T15 / EJAC
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 20 FROM: AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs / ... 05/1112018
C
T.
i
SEAT PLATE REQ.
I
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: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
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
a
7' l
7'
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
B 336 1117 / 259 1- / 173 18.0
Pf: NA i Ce: NA
VERT(LL): NA
Lu: NA ' Cs: NA
VERT(TL): NA
D 127 / 20 1101 / - ! - 11.6
Snow Diration: NA
HORZ(LL): -0.027 D
C 171 / 133 191 / - ! - / 1.5
HORZ(fL): 0.029.1) -
Creep Factor: 2.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code f Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.880
D Min Brg Width Req = -
TPI Sid: 2014
Max BC CSI: 0.520
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
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 27 0 B- C 77 -230
40015AFF5SS1BOBB7F4900 2EE5Fla'
9,AitemkizI be ste <y: maxi xr9 x: kdby VWAM Mar*wA
'£(a. ikv.ri a2#an Via&W alcwa Rfom wang a 5RX-1
�ihcriticaaa_
i
ftatad xqi% sd�a=nrotcxxsd cif agned=r s Ine
a aE 3iae...saw'i as en aficass cede e9u4 h�.UM d c wdatrork .
=im '
**WARNING** READ AND FOLLOW ALL
—IMPORTANT** FURNISH THIS DRAWING TO ALL C
any
as
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
ON THIS DRAWING!
TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporarryy
ohed structural sheathing and bottom chord shall have a propefly
s shall have bracing installed per BCSI sections B3, B7 or BB10,
ve and on the Join Details, unless noted otherwise. kefer to
isibie for any deviation from this drawing,any failure to build the
ind bracing of trusses.A seal on this drawing or cover page_ _
' respor^sib!lity solely for the design shown. The suitability
I
I v
Job
4EAB Aria" C 36DR Horton AEAB Aria "C" I Wqt CS00067 Ply: 1I Ibs I FROM: AH 739 / T16 / EJAC I DRW; 05/11/2018 I Truss Label: EJ7A
T
2X4(A'
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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 it
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.
B
7' _I
1 7'
i
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NAi Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
A 270 179 1188 / - 1151 18.0
Pf: NA ' Ce: NA
VERT(LL): NA
Lu: NA 1 Cs: NA
VERT(TL): NA
C 128 / 21 1104 / - ! - / 1.5
Snow Duration: NA
HORZ(LL): -0.031 C - -
B 174 / 135 / 95 ! - / - / 1.5
HORZ(TL): 0.033 C - -
Creep Factor. 2.0
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.898
C Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.580
B Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing A is a rigid surface.
Bearing A requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE i
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
A - B 78 - 232
4001SA38Ff5881B0137€4&00992ES5Ft)
s9mm'A=feorasaixcYa aBxa s nad'.and =fad6ym2ammarttwa,
FS K. ttc�W%22( Mthe daft Aawn Am im,1f; a s£fa«i
s�ilsen�a�ca5sodc..
etfatad copadxtsx tla�aof atm not cems3�'ormd �nrr a � vazlmd
a€ad ttsc'�3ua av�entuarieseccrfe mss^.r 5axsedfidac aaydarbo�
lion.
"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.
A-C 0 0
!n!ny
Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
lhanccetanceofrr structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
neret notes page and these web sites: ALPINE:'www.alpineilw.com; TPI: wonvapnst.org; SBCP: wwwsbdndustry.com; ICC: www.iccsefe.
i
Job Number: 36CS00067 Ply: 1 SEQN: 667740 / T121 JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 6 FROM: AH DRW:
Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 05111/2018
T
SEAT PLATE REQ.
C
5'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 263 196 / 208 ! - / 129 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA , Cs: NA
VERT(TL): NA
D 90 / 13 170 / - / - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.012 D -
C 119 193 / 62 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ�) L 0.012 D -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
B Min B Width Re 1.5
r9 q =
Soffit: 2.00
TCDL:4.2 psf
BCDL:5.0 sf
P
BldgCode: FBC 2017 RES
Max TC CSI: 0.483
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h!2
TPI Std: 2014
I
Max BC CSI: 0.277
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.
Lac. from endwall: Any
FTIRT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - B 27 0 B - C 53 -179
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
No 047M,
�M
STATE F
SERIALt
40 015 38 FF 50 81 BO BB 7F48 DD 99 2E,95 FB
Thu W'Auafud 4 Lft= iMart x.
,: £ (ri, t[c.Cd7£H2t cntfl�cia:2g ah>9wnar�ara u^:ing a SHAY
au�enttcat�:aar..
I'
£+matedenpftxccJftdw�A=not c=rjdskywdmd%alad
�iE:M%:�i?&s='2i4.i$i&riS61a0fLly ClbEC BTIW.(YiA 9"Ctit9L`S�Cdk i6�'i�G{[rURK'
Cffi;:ia3.
—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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or' 0,
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 Buildingg�Components Group Inc. shall not be'responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drrawing 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 lob's general notes page and Mese web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.om: SBCA www.sbcindustrv.com: ]CC: www.iocsafe.om
i � +
Job Number: 36CS00067 Ply: 1 I SEQN: 667749 / T13 / JACK
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 6 FROM: AH DRW:
Truss Label: BJ3 Wgt: 12.6 lbs .. / ... 06/11/2018
T
SEAT PLATE REQ.
A
1' 3'
3'
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NAI Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R 1 U / Rw / Rh __/ RL I
B 193 176 / 162 / - / 86 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA, Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 16 / 41 / - / - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D - -
C 64 / 51 / 30 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 sf
p
Creep Factor: 2.0
B Min B Width Re 1.5
r9 q
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.152
D Min Brg WidthReq = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSi: 0.084
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
p
Max Web CSI: 0.000
r
Bearing B requires a seat plate.
p
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;
1 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.
ors ens. omp. ors ens. omp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
01S 3&FF5881,SOBB7f4800992ESS O
Zhu ltalllbl%bem alaz �.qz mad arn9s aiadby ntw dbnaoku,
PEirL. U4,0471521 an film dawihown abom u ing a 51wl
aar�tsa�aasecfr.
ia's�tadcrx�tastarthi4 d�c�aaa nit a�midexed s�rwZmnil smalmzE
anA ttc.s;si,a ac.daenrsaimre en-the—dfscd rsascydectmnle
rsriux.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> re uire extreme care in fabn atin handlin sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen� Safety Information, by TPI an� SBCA) toF satPety practices prior to pertorming these functions. Installers shall provide temporarry�
per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly
d riggid ceiling Locations shown for ppermanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 63, B7 or 610,
cable. Apply pplate. to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
1.160
s 160A-Z for siand.rd plate position
s.
a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI1TPI 1, or for handlingg', shipppinq, installation and bracing of trusses.A seal on this rawing or cover page.
this drawing, indicates acceptance of professidnal engineering responsibility solely_for the design shown. The suitability
s drawing tor any
see this lob's general nc
Job Number: 36CS00067 Ply: 1 1 SEQN: 6677471 T14 / JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW.
Truss Label: BJ1 Wgt: 11.2 Ibs I / ... 05/11/2018
4 3
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
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.
n
12
6
2X4(A1) B
C
SEAT PLATE REQ.
M
III
1'
1r
1�
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 177 / 145 1- 142
18.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 118 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D -
C -14 128 125 ! - /-
/ 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: 0.145
D Min Brg Width Req = -
TPI Std:i 2014
Max BC CSI: 0.016
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
No 047102
A
iiRm*
40 01 5� 38 FF 5B 8180 BB 7F 48 00 49 2E E5 FB
k:"aaix ltarsr &:-ears ciarYaza35;px%nn�'.s� xaalad &y r���.9 Mant�s�a,
:'i �.. l�.C�TtSflzten 9}IC tS4¢ SilS7wlkdilflY9 4J°.RS3� 3 5F3�Rwi
�NiECI%tBII`rCw9�iYFR_
3Y'bud CLg1 afdif tlSrtdwaam not acusidsrcd Ag td=xl Sa^ bd
sue ai4S: A;anest: blVrAcd ears TdCctmrsks
dim.
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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracingrker BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin 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 810,
as applicable. Apply plates to each face of truss and 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 ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.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 8uildtng Designer per ANSIITPI 1 Sec.
2.
For more information see this'ob's general notes a and these web sites: ALPINE: w...I ineitw.com; TPI: www. inst.o • SBCA: www.sbdndus .com; [CC: www.iccsafe.o
Job Number: 36CS00067 Ply: 1 1 SEQN: 667743 / T25 / HIP_
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 1 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 lb, .. / ... 05/1112018
L
SEAT PLATE REQ.
6'3" L 9110"1
67 f 37"
I
D
l
6'1"4 _ 3'2"
6.1"4 9'3"4 91101
Loading Criteria (psi)
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 I W
B 330 1208 ! - /- /- / 10.6
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.016 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA , Cs: NA
VERT(TL): 0.041 G 999 180
E 385 / 175 / - / 0 / 0 / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 ! - /- /- / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.008 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Cree Factor. 2.0
p
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.219
n q = -
E Min B Width Re
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std; 2014
Max BC CSI: 0.297
D Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
P
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.256
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
1 WAVE
VIEW Ver: 17.02.02.1208.15
Ch d T C Ch d T C
Lumber
or s ens. omp.
or s ens. omp.
Top chord 2x4 SP #1
A - B 14 -11
C - D 55 -72
Bat chord 2x4 SP #1
B - C 330 -650
Webs 2x4 SP #3
Maximum Bat Chord Forces Per Ply (Ibs)
Special Loads
Chords Tens.Comp.
Chords Tens. Comp.
--(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
B - G 604 -290
F - E 0 0
TC: From 0 pit at -1.41 to
TC: From 2 at 0.00 to
55 pit at 0.00
2 at 9.84
G - F 591 - 288
pif
BC: From 0 pit at -1.41 to
pit
4 pit at 0.00
,
BC: From 2 pit at 0.00 to
TC: -7 lb Conc. Load at 1.41
2 pit at 9.84
a y w a
r r/
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
TC: 128 lb Conc. Load at 4.24ft
,
�'+r
TC: 238 lb Conc. Load at 7.07+
BC: 23 lb Conc. Load at 1.41
No. 04118P. .
G - C 286 -47
C - F 345 -709
BC: 103 lb Conc. Load at 4.24
.
BC: 179 lb Conc. Load at 7.07
,
Wind
. .
Wind loads and reactions based on MWFRS.STATE
e
4001SASS FF5B8180BOW48009S2€85'FB
rtiixttnmAasbcen elmciromfca pzS mmxtmd =led by trtaxasmlmarnnw,
PE Pt. &4 .Arlszj= the daw.shown abamrasing m SKAi l
a�ienecfzierme3m.
PnawdGRRi Ct3fi5 drf•sma arm nmccna mmd spjn d=ti waled
mrdUwMis,laaatbn.O ea=d.enmzi.ta ut3¢dm mydoamoe
"*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) safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attachesiipid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
drawings 160A-Z far standard plate positions.
Alppine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tNss in conformance with ANSI PI' 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility, of the Building Designer per ANSIITPI 1 Sec.2.
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00
Orr 120 mch Wind Sneed. 15' Mean Heloht. Partially Enclosed, Exoosure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
(1) lx4 'L' Brace w
(1) 2x4 'LBrace x
(2) 2x4 'L' Brace ww
(1) 2x6 'L' Brace In
(2) 2x6 -L- Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
+>
p
#1 / 42
3' 10'
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7-
12, 2'
12, 8'
14' 0'
14' 0'
-
S I F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Stud
3' S.
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Q)
Q
Standard
3' 8'
4' 1t'
5' 3-
6' 7'
7' V
8' Ill
9' 6-
10' 4'
it, 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4-
9' e'
12' 4'
12, 9'
14' 0'
14' 0'
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7-
6' 11'
7' 5-
9' 2'
9' 7'
to, 11'
Ill 8'
14' 0'
14' 0'
(U
i�
D r L
Stud
3' 9'
5' 3'
5' 7-
6' 11'
7' 5'
9' 2'
9' 7'
10' 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
1-%
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 2-
7' 1'
7' 9-
8' 9'
9' 1'
10' 5'
10, to,
13, 9'
14' 0'
14' 0'
14' 0'
U
t� C
Stud
4' 2-
7' V
7' 6'
8' 9'
9' 1'
10' 5'
to, 10'
13, 9'
14' 0'
14' 0'
14' 0'
O
I I r
Standard
4' 2'
6' 1'
6' 5'
8' 1'
B' B'
10, 5'
10, 10,
12, 8'
13' 7'
14' 0'
14' 0'
0)
#1
4 7'
7 7'
7' 11'
9' 0'
9' 4'
10' 8'
it, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5-
7' 6'
7' 9'
e' 10,
9' 3'
101 7'
li' 0'
13, 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5-
6' 10,
8' 6'
9' 1'
10, 6'
10, Ill
13' 4'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 4'
6' 5' _
6' 10'
8' 6-
9' 1'
to, 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
It, 10,
12' 7'
14' 0'
14' 0'
d
LJ
U
S P F
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 7'
1 8' 2'
8' 5-
9' 8'
10, 0'
Ill 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
e' 2'
8' 5'
9' 8'
10' 0'
11' 6'
12' 0-
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
I
Standard
4' 7-
7' 0'
7' 5-
9' 4'
10, 0'
il' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' 1'
8' 5-
e' B'
9' 11'
10,13'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' C'
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'
03
4' 9'
7' 4-
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
7�
D F L
Stud
4' 9'
7' 4'
7' to,
9' e'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
s-i
Standard
4' 7'
6' 6'
6' 11'
8' 8'
1 9' 3'
11' 6'
12, 0'
13' 7'
1 14' 0'
1 14' 0'
1 14' 0-
-
AboutILL
able Truss
Diagonal brace option,
f1
vertical length may be
doubled when diagonal
18
brace Is used. Connect
L
diagonal brace for 600a
- 'L'
r)K
at each end. Max web
rbetterdlagonat
Brace
total length Is 14'.
or
,
onal
rVertical
length shown
leht
table above.
ut5•
atL
Connect diagonal at
midpoint of vertical web.Ilk
iRH . t�tt��,., @r �°fjj
Refer to chart above for ..4e 4•',19
.wNARND(Gp. READ AND FOLLOW ALL hUfESQ1 THIS DRAVIt#g
..B(PDRTAHr.. Fufaasl THIS WAVING TO ALL (Y8ITRIVCTi1Rs B#xuDD1G TIE DLERS 6TAL
`�� t....A.` .�>
Trusses require extreme care h fabrIcating, handUng, •shipping, InstalUng and bradng. Raftri, to and
follow the latest edtfon of SCSI (Sukding Component Safety lnformntlon, by TPI and SBCA) for`.,snfety
practkas prior to perforni ng these functions. Installers shall provkl. temporary brad per BCSL
Unless noted otherwise, top chord shalt hove property attached structural sheathing and bottbbn chard
have attached rlgid ceiling. Locations shown For permanent lateral restraint of webs
1_
� ��
,r
`
r
O
d �p�
shall a property
shall have brucmg Installed per SCSI sections 43, B7 or B10, as applicable, Apply dates to each face
of truss and position as shown above and on the Joint Details, unless noted otherwise.
`�:�g OF
Refer to drnwings I6OA-Z for standard plate positions.
Alpine, division of IN Sanding Components Group Inc shall not b. responsible for an d-latlan from
Ill,
AN rNCOMPANY
this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handt 9, shipping,
-mod,
" ft ` `" aid
a
Installation 6 br cing of trusses.
A seal on this drawing or cover page listing this drawing, 4,dlcates acceptance of professional
efgheerirg re ttyy solely for the design shaven. The sultabWty and use of this drawing
•ty. yi
Lakefront Drive
for Ony stnvciure is the respwrslb0lty of the MdkV Deslener Per ANSLIPI i Sec2.
4✓� __ f ti�,i> al ttt�
'r00".p1,.4"',n
133B9
Earth City, M0630a5
For more Information see this ,Job's general notes page and these web sltem
ALPINE, rrwatph.ltr.comi TPI, w.w,tpinstargi SBCA� wwasbdndustry.orgl ICC, wwwdccsofa4rg
AllL\\
M
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#1 / #2 Stnndard 1 1 #2 1 Stud.
d
#3 Stud 1 1 #3 IStanda,
Dou It Flr-Larch Southern Pinewww
#3 #3
Stud Stud
Stnndard Standard
Group Bl
Hen -Fir
ql & Btr
al
Dou las Fir -larch Southern Plnewww
al #1
#2 #2
lx4 Braces shall be SRB (Stress -Rated Board).
w.For lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values mn be used with these rode..
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) nails.
X For (1) 'L' bracer space nails at 2' o.c,
In 18' end zones and 4' ac. between zones.
_
i1E)Wor M 'L' braces space nulls nt 3' o.c.
In IS' end zones and 6' o,c, between zones.
bracing must be a minimum of 80% of web
member length,
Gable Vertical Plate Sizes
t Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Vertical Lennth
No Slice
Less than 4' 0'
2X3
Greater than 4' 0', but
less than
3X4
Greater than III 6'
4X4
AX, TOT, LD, 60 PSF
AX, SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑ri 120 mnh Wind Snepd. 3n' Moon Helnht. Partlnity Enclosed. Exposure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) ix4 'L' Brace x
(1) 2x4 'LBrace x
(2) 2x4 'L' Brace st
(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'
U
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
9' 8'
9' 1'
11' 3'
11' it,
13' 7'
14' 0'
U
u
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 11'
13' 7'
14' 0'
I� F
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
B' 11'
1 9' 8'
10' 4'
13' 1'
14' 0'
#i
3' 10,
6' 4'
6' 7'
1 7' 6'
7' 9'
1 8' 11,
9' 3'
11' 9' 1
12, 2'
13' 11'
14' 0'
—�
d
11
(U
S P
(�
D r L
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' Ill
8' 9'
9' 1'
10, 1'
10' 10,
13' 8'
14. 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' il'
8' 9'
9' 1'
10, 1'
to, 10,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
10, 1'
10, 6'
13, 3'
13' 9'
14' 0'
14' 0'
+)
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
1 10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
U
L i
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
`
/
O
I I F
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
10' 4'
11' 10'
12' 8'
14' 0'
14' 0'
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10' 7'
13' 5'
13' Il'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
POI
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11"
8' 5'
10' 5'
12, 5'
13, 3'
14' 0'
14' 0'
QJ
�
D F L
Stud
4' 1'
5' IV
6' 4'
7' 11'
8' 5'
10' 5'
12, 5'
13, 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
to, 2'
11' 0'
11' 9'
14' 0'
14' 0'
_Q
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
cs
S P F
(43
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill-
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
LJ
Stud
4' 5'
7' 7'
B' 1'
9' 2'
9' 6'
le, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
' I F
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, Il'
11' 5'
13' 7'
14' 0'
14' 0"
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
r+
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
ii' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' V
6' 5'
8' 1'
8' 7'
10, ill
11' S'
12' B'-
1 13' 7'
14' 0'
1 14' 0'
able Truss
Diagonal brace option,,
T
vertical length may be
doubled when dlagonol
18'
brace Is used. Connect
L
diagonal brace for 690#
at each end. Max web
Brace
total length is 14'.
31E31E
i
2x6 DF-L 02 or
better diagonal
"r
Vertical Length shown
brace) single
B.
In table above.
or double cut
L
1
45•
(as shown) at
-
upper end.
ontinuoure Heo,17-
Connect dlagonn nt
mid pint of verrtical web.
Refer to
chart
till)) l tl
above for nax_,gAbke yet
—VAR MQ- READ AND FOLLOW ALL NOTES ON TNIS DRAWING!
wwpWORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Tiff INSTALLERS
Trusses require extreme core In fabricating, handling, shipping, Installing and bracing Refer to.and
follow the latest edition of SCSI austl:ng Component Safety Information, by TPI and SBCA) for safety
Unless romtl otlmrperforming
lsef top gcho-d these unc functions. Irrstnllers shot( provide temporary bradng per BCSl.
halt h properly attadied structural sheothing on button cha
shalt have a property attoch.d rgld ceiling. Locations shown for permanent lateral restraint of eti
aIIFI') shall have bracing Installed per SCSI sections 83, B7 or 810, as applicable. Apply plates to each face
l�Ll of truss and position s horn shove and on the Joint Details. unF¢ss noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
Alpine, a dhdslon of ITW BuRtllrrg Components Group Inc. shaft not be responsible for any deviation ff
AN rrW COMPANY this drawing, ony failure to bull the truss In conformance with ANSI/TPI 1, or for handling, shipping.
1-1t,allatlon L bracing of trusses.
A seal on this drawing or cavwr page Usting this drawing, Indicates acceptance of professional
responsB,aity solely for the desgn slaws. The sultobalty and use of this drawing
13389 lakefront Drive fo—�s lure Is the resporade Uty of the Bulding Desgrcer par ANSI/iPI 1 S*cZ
Earth City, MO 63045 For more Information see this Job's general notes page and these web sites,
ALPINFa wwwaloineitw.cami TPI r toinstoro, SBCM wwwsbcindust",orol IOC, wwlccsafeora
Bracing Group Species and Grades -
Group A+
S euce-Pine-Fir Hem -Fir
#1 / #2 Standard #2 Stud
#3 Stud #3 ISt.ndard
noun[ s Fir -Larch Southern Pinewlew
#3 #3
Stud I I Stud
Stnndard-1 1 Standard
Group B,
Hem -Fir
#1 6 Btr
#i
Dou ills Fle-larch Southern Plnewww
#1 #t
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Bobrd).
wxFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these 2rades.
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' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
)i( For <1) 'L' bracer space nails at 2' o.c.
In_18_ end .zones -and_.4'. ao_between.zones..
)K)For (2) 'L' braces, space naps at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80X of web
member length.
Gable Vertical Plate Sizes
Vertical, Len th No Splice
Less than 4' 0' 2X4
Greater than 4' 01, but 4X4
Less than 12' 0'
* Refer, to common truss design for
peak, splice, and heel plates.
Refer to the Bullding Designer for conditions
not addressed by this detall.
REF ASCE740-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
TOT, LD. 60 PSF
MAX, SPACING 24,0'
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,
so
016
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
'T
Relnf o
Memk
Go
Tr
bte vertical length
rater than 48' 'L'
'T' brace required
Gable Truss Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
E)Refer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Example( 2X4
zX4 2X8
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nallsi
10d Common (0.148'x 3.'min) Nails at 4' oc. plus
(4) nails In the top and bottom chords.
Toenalled Nallsl
10d Common C0.148'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 detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, AU015051014, 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, A2003CEND101014, A20030PEDIOID14
See appropriate Alpine gable deta0 for maximum unreinforced gable vertical length
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - ar - End -nail
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
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
1.30 x 8' 7' = 11' 2'
.
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20 '!.
"VARN1NCEswi (SAD Mon F� ALL NITM ON 7las DRAV@ICd
t nus
Sstaill lI@IG TIC
asa+a�+tlsuup
MAR""
REF LET —IN VERT
DATE 10/Ol/14
exFee
Trusses require � hhandALL sh bra klo.� to and
fo!!ow the latest ¢dldon of BCSI (Buff Cam Safety ktfornovide by TPI and Por snfat
` '� .,�
C cm,
Ins
r d
es prior to perforntng these functions. Installers shell provide t¢nporary bred per SCSI
battan ward
s#u pn'P8a2 Asa
Mnat¢a at►,¢relse, top chord sFwtt have properly attached sirucWwl aheath[ns a
for later*(
f
DRWG GBLLETIN1014
F" V
shell have a properly attached rlald cW1Ma, LOCntbns shown permanent restraint of webs
shalt have Wvdrg installed SCSI send th or Beta as Apply to each face
`
-tr����t�
t1�
iur�\vii
per plates
on J —essbt¢.
of truss ared sftbn as sFwm above and on the Joint Cetats, (micas noted opxrwLse.
C IyTf g��
G+•.'
Refer to draw Gs 260A-Z far standard plate Posltbns:
AN fIW COMPANY
e' * dvlsla, of ITV Bud Canponents cro Inc shall not be respanaWe far *ny deviation fro*
this dra.r,a, any falre t* b d'the truss In cat ormance with AaSVTPI e, ar for handling. sHpphp.
ret7AiAa'c
lnstallotbn 6 brackg of trusses.
+omsaea..... ......
MAX. TOT, LD. 60 PSF
A seal on this drodrp or cover pa8e LhftQ this drawlng, bukates naeptnnoe oP professional
eroertrw re ity solely far the slwm Tie sult*Nity nrd use Of this drar6+p
«.
DUR. FAC. ANY
1339I.akeir 1fte
far any st Uct, a is a resporuWtty of the ldldhg Designer per IdtSi/iPI a See..
y
MAX. SPACING 24,0'
eannciry.asos3lws
For more Informtlon see this laws ®¢sera( notes page ana these .ob sltes�
ALPINE www,alpheite coma TPD sewn. hst.�gI SFCM tvarsbchdustr argl ICp wwweeesafe orb
2:
Hip
Hip frame stops at plumb cut of
jacks to maintain pitch continuity,
Hip frame lumber is SPF, So. Pine, HF,
or DFL Standard, Stud grade, or better.
Frame Details
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
purlins must -be intact and properly attached,
Hip Frame
Stepped Hip
System Trusses
Pitched and Sheathed
Chord Area
�-- Hip Framew
B Bottom Chord
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,
�— --��— Stepped Hip
Setback
System Trusses
Use this detail
ASCE 7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C, or
Hip Frame
Hip frame
- provided by truss manufacturer,
is designed to provide bracing for flat top
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D, or
chords
hip frame system where indicated, Flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C, or
.of
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
4
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
To hio,%%f
bwrtIns,
-WARND4Pww READ AM FTNLLDW ALL NITES ON THIS DRAVIRa
MDVMTANTu F U MSH THIS DRAWING TO ALL CONTRACTORS 1NMARIING THE IIWALLER&
/ ''�
` p@` �Cj IEN ' [/
REF HIP FRAME
DATE 10/01/14
Trusses require extreme core In fabricating, handling, shipping, Instatting and bracing. Refer to and
TP[ SHCA) For
`+,' V
follow the latest edltian of BLSI CBW4sng t.ampcnent Safety tnfornatlon, by and sofety
proetkes prior to perFarning these functions. Installers shall provwe temporaarryy 6ratlng per BCSI.
Unless no otherNse, t p chord 5MU have property ottnched structural shrotMng and button chord
have rigid ceR., Locotlons shorn for latara1 restraint of webs:
Na
*
c
DRWG HIPFR1801014
n
sNaU a properly attached permanent
J or 810, as ante- no Apply plates to enai face
shntl have bradng installed per aboI sections the
of truss and position as shorn above and an the Joint Deta0.s, uMess rood Otherwise.
STA�iE
1
AN ITW COMPANY
Refer to drawings 16OA-Z for standard plate positions.
Alpine, o M ion of ITV Building conponents Group Inc shalt not be responsible for ony de A,*, ut from
this dradng, any faRure to bAd the truss In conformance with ANSLTPI I.or for I',an e. sWPPing,
.� ri OF
ir /(� t� Q`
Installation 6 bracing of trusses.
A seal on this drndng nr cover page tWtft this drawing, Indcntes acceptance of professional
13389 Lakefront
For vt s reap'.Vty solely for the de ahoy The DwslRner' peryand us. of this ANSI/TPI 1 Sec2 drowlr®
�uro the reap' on,bFit of tRe HuR
Ddve
Earle City, M063045
For Wore Infornatlon see this general notes page and these web Ites-
ALPINE, wwwnlptnsltw.comi TPD www,tpinstorgi SBM wrnsbclndustryo'gJ ICO—kcrofe.org
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tId Jad aOD,4 Jad sl!ou SLE'Tx,O2T•0 <b)
y}iM ssn,a} 6ul Joddns o} to o4.}y uoi}o3lugo,4
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a}old >j3VqAr5Ujd anoA Hd82
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ul (E> puo p.+oy3 wo}}oq do3 ul (E> 'go3s Jad
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sgo3S ID31}JaA bx2
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s}assng puo43 do's
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wo}}oq-do3-ul-<b) '}assn8_aad-sllou_ (,2x,EII10>
uowwo3 p9 (B) y}IM ':'0 8 a y3a}}tl '(ancj ynoa)
s}assn6 my}Days pa}oJ Vdtl (ulw) .911Lx,8x,8
4.assn9 Pa}oa Vdtl
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<b> puo pJ043 wo}}oq do:) o}ul sl!ou ,SLE'1x.021'O
(b) y}IM •70 ,8 a a3Dj 43va o} NOD}}y •sJagwaw
puoyO ia6jDl pun gx2 Joj sa}old xolnJl OIXE
pun '.Aagwati pioyo bx2 Jo3 sa}Did xolnJl 8XE asq
xolni
lspoya:aw BulMolloj ay} 30 auo 411M
uo1}3auuo3 apinoud 'uol}lppo u1 x
•algo}da33o sl a}old anoM
3o saloy njy} BuilloN lalON 'sllou .SLB'Ix,021% (b)
4:pm 31 ssnJ} asoq ay} o} pay3o}}o puo 31 ssnJ}
>pDqK65ld ay} o} pa} -old a}old >pnqA66id anon
91382 (T> Jo 3l ssnJ} asoq o}ul <b) 7 31 do3 m ul
(b) 's11nu .SLE'1x,O21'0 (8> 4),IM pay3o}}o a}old
xolnJl 8XE (1) l6ul-01103 ay} 30 Jay}Ia 4:0
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puo43 do} }o1j ay} o} 6upouq ullund y3o}}V
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41-1M payOo}}o (pua yooa }D ,cluo apls U
gp3s apoJ6 Eq bx2 y}1M paoy3 do} aunnas puD
(.S'Ex,SE1'0) sllDu xoq P91 (2) 4}!M 6upoJq ull.ind
pJoy3 do} llo o} pallou }uols ssnJ} do3 >pogA661d
'S113ntliSNL ONIAvea Sid NO SS31Nll1Ntlllfldxlx,
V ADIWd aW 0V3d ■•OWMA"
'y llo}aO asn pun •xow 3'0 ,62 }D pallo}sul aq }snw sullund ssnj}
asoq ay} jo do} }olj ay} uo pal3pads }ou a.ao 6uly}nays Jo sullund j1 la}oN
'o'o yZ < 6upads ull and 'spua N}oq y}daCj
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Xul '70 / \\ I I \\
< 6upodS ullJnd
21 ol- dfl
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(pua 43oo }o Aluo apis 1) go3s apDJB Ep bx2 44.1M pJo43
do} a.lnOas pun (,S'Ex,SEi'0> sllvu xoq p9T (a) y}l h 6ulODJq
ullund puoy3 do} lla o} pallou }uals ssnu} do:) >poq.C65ld
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•uaaMi atl ul BunndS 'n•0 Xnw ,,n in nun Snua
21
ssal jo l:)-o „-,2 = bup odS uiljnd 1 d 1l'o4-aQ
•suol4D3ljpaa5 ssnJ} asoq Pun >1OognDola Joj oulMDJp uolsap ssnJ} paloas s,Jaaulou3 0} Jaiatl am
-spool }nJ}s 6oJp Jo 4auwly3 'aldaals 'Dlodn3 so 43ns spool louol}lppo s},loddns dDO jl algD3pddD }ou sl llo}ap •3•o ,62 sl Bupods ssnJ} unwlxDH
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llo4s pJo3ab jo Jaaul6u3 Bulpllnq a41 •sullJnd in 6uiy}pays Aq pa3oJq ,t1a}Dnbapp aq }snw sassnJ} dDa >poq,C66ld 6ul}Joddns sassnJ} jo spJoy3 dol is}oN
'0'1=lzX 'Culw) bsd 0dS =-la Puimu B dx3dxjoo ul u aaua a�(uo} eon-oplgg pasopu3 'OT-L 33Stl '}6H uoaN }3 00,0E 'pulm ydw ObT JO
'01-1-z)I '(Ulw) js O'S =-10 PIA '3 3 'd I 4 P 1 'up18 PasolOu3 '01-L 30SN '}8H uoaw }j 00'OE 'PulA lidw 091
00'Z=4.z>i 'S ainsodx3 'pasoI>u3 ':.YblaH voaW ,0F `qdw 09T 10T-L 33SV - l!-oo aQ >j:)nCjAbbid
CLR Reinf orcing Member, Substitution
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
Is specified on a truss design but an alternative web L—Reinf orcementl or
reinforcement method Is desired, L-Reinf.
Notes!
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4g0
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x600.
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
00 Center scab on wide face of web. Apply (1) scab to each
face of web,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinf orcementl
Apply scab(s) to wide face of web.
No more than (1) scab per face,
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length,
ARNIN12-te READ AM DRAYM
..I1 mTANTZ'r Nt US mAvvm Till D oNmAAcTaits mV ALL NOTEON cLI Im THE BISTAIiEm
Trusses roqulre extreme. care In fabricating, hond8ng, ahippb Q, McUtting and bracing. Refer to And
folio. the latest edition of BCSI (BWldng Component Safety Infornatiort, by TPI And SBCA) for safety
se practic¢s prbr to perforNng the.
hefunctions. Installers shod pravme tewpowry hraclno par BCSL
Unless noted otherwise, top chord shall hove property attaahetl structural sheotWnp anti bottom chor
a shall have n pr..P-y attached Npd celWg. Locations shown for pernanent lateral restralnt of webs
shall havo brnatng Installed per BCSI secdnns 83, eT or B10, as applknble. Applyy pintas to each Pace
f truss and position as shorn above And on the Jolt Data,-, unless noted other.ise.
Refer to drawings I60A-Z far standard plate posltlons.
Alpine, . dvision of ITV BWldtng Components Group Inc. shad not be responsible far anyy deviation f,,
AN IIWCOMPANY tNs dra.inD, any fature to b.Rd the truss In confornance with ANSI/TPI 1, or for h.rdling, shgpptg,
Installation 6 bradng of trusses. -
A seal an this drawing ar rover pngt Itsttrg this drawing. InU[ates acceptance of professlarml
t ry,p resPonsmftity of fa^ the design showM1 The sWtnbNty and use of this drawing
13389 Lakefront Drive far and y structure Is the rcspahstb9liy aP the B CTMA =gner per ANSI/TPI I Sect.
Earth City. MO 63045 for more Information see this ,Job's general notes page And these web cites,
ALPMEn w—atolndtwxomt TP1- wn,tainst.orat SBCN .ww.sbcindustrv.orat ICO wwwtccsafo,oro
Scab
L. J�,�,�/,, TC LL PSF REF CLR Subst.
/: TC DL PSF DATE 10/01/14
��(�� C DL PSF DRWG BRCLBSUB1014
' IC LL PSF
-'oT. LD, PSF
DUR. FAC.
SPACING
..gAifieV n l pt5�,o.
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 onlyy for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(U = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Mlnlmum side member length(s) _ (2XU + (B)
Scab member length (S) must be within the broken panel,
Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun naps (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detall may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in toads.
S
L L
4' o;c
� Typical ~
+ o + o + o + o
O + O + O + O +
—{ 2' [—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - _Triple Row _Staggered
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
4 "
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42 `
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#
lgnlnum
.. L Distance
B
L
L
L
Wnn �H
L Distance B
L
Nail Spacing Detail
11
I �,tw ''�T"�'+
L
1
,os
..BlPWTMTo�f1�A?i11�TIUSS WAVING TO N.LREAD AND FMUV ��RACTORS i °r ILLID DRAWING! naTAL_ERS.
.�`�� '''`+
�'�-
REF MEMBER REPAIR
DATE 10/Ol/14
Trus... requW extreme care in fnbrkatlrre handling, shipping, hst.Ift and brochg. Refer to and
Collor the latest edition of SCSI CBuamng Component SOPety Nfornatlon, by TPI and SBCA) for snf.ty
to these functions Installers shall temporary bratlng per BCSL
�� �tC! �S' .
No,
DRWG REPCHRD1014
practices prior perforning provide
Unless noted otherase, top chord shot( have property attached structural shenthing and batton dror
small have property attached rigid crkhg. Locotlons shorn for permanent lateral restmin4 of ebs
Z
f1 �� f�
Q I I i L_J 1� 1 �—.
ILI-�ILr� ILf�—
cnnll haw bra Initnited per BCSI cecelonc H3, B7 or eta, as applicable. Apply plates to each face
of truss and Position ns sham above and on the Joint Details, uMess noted ott—Ise.
Refer to drneings 16CA-Z for standard plate pasltions.
="f F
AN tTW ODMPANY
Alpine, a division of ITV Building Conpondmts Group Inc shall not be responsible for on deviation fron
this raring any 6e to build the truss h cohfor --e rtth ANSVTPI 1, or for handling, sNPPhg,
q
,A
"�O
�folr
hstnil.tian L brargof trusses.
A sent on this drarhg or cover page listing this dr abl Q. IMrntes acceptance of professional
engheer4g responstrJgty surety far the de s�n sham. The sultabsfty aM use of this tlfnrhg
=Building
i
/� FSI
+�4�II
13389 Lakefront Orve
for any av,sture Ls the responsibility of DesignerPen' ARSVTPT 1 Se -_
��U�A� �e�G��'�'
Earth City, MO 63045
Porn �hf �ij TPI. w� �a V%1note. jndUZt A� these se�i feat
"�u,,,f ,p�a�`'
SPACING 24,0" MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0. OC MAX. LENGTH T0TRIM FILLER
(• 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 ❑R STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
— LOCATE VERTICALS AT 4'-0' ❑.C, MAX., ❑R 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).
x 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 (❑R FLAT BOTTOM CHORD SECTIONS__❑F A_TRUSS).
AILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
NnTFn ON THIS SHEET
f USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
I LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
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 CONDITI❑NS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
SHOP APPLIED
— USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH,END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
— IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
— PLACE_ FALSE_ FRAME.--CHORD_IN-PLANE WITH THE TRUSS_
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED,
— 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 BLOC
— MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
— VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
— IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE
FACE ONLY).
wARMQ- READ AND FM.Lnv ALL. N= ON TM DRAVM ``�.a��4 Inq)? ''o�✓p REF BC FILLER
ewnwMMTwu FUMN nUS DRAVM TO ALL CWTRACTURS 111CLU n INE DUTALIXIM
Trusses require axtrene care In fabricating, handling, ShWI.Q. kstatuno and bracing. Refer to and �� ,/.EN `'�P�",. DATE 10/01/14
follow the latest edwon of BCSI (Bu0.ding Canponwnt Sofely Information, y TP[ and SBCN for safety G tS
PmcUces prior to perforninp these functions. Installers sholt provide temporary bratlng per DCSL �� �/ �'
ese noted otherWse, top chard snag ma a property ttncned strstural onenshrg and bottom N DRWG REPBCFIL1014
.hot have n properly attached rlpkd ce06g. Location^. shown Por permanent lateral restraint of vebs
Q ��� shall have and
position
installed per above
sections th Joint or Det S. appltc no Apply plates to each face
Q of twss obr pciong 1 n ns shown above and an thw , DID, as unless rated other.. F'x
Refer to drawkW 160A-Z for st—lard plate positions.
ptpine, a avislan of Iry Bukding components Draw Inc. shag not be reap far am devotion fr S AI E OF
14N f1YVCOMPANY this drawing,any F.A—. to build the truss In confornanee with ANSI/TPI 1, or for handWg, shipping, ( i
instatlatbn bracing of trusses. -
A seat an thL, drnwtnp or aver page gating this drawing, buScates acceptance of profesdanat
respons solely far the design shown. The arWbGlty and use of this draw4g sty �
far a�ture Is fhe respans6sttY of tno guttding Designer per ANSI/IPl
13389 Lakefront Ddve For nore InFornatlon see this Job's generol notes page and these web sites d•�.t�.'FJksj yri�p, �V O -
EarihCity. MO63045 ALPINE, wwealpinaitw.con, TPI, eww.tpinst.arg[ SDCAi wew.sbcindustryergi ICO wew1ccsafe,or0 F3gd,,, h•f �� ,�lttrt
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft dean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00,
Minimum 2X4 scab, sane 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.
N❑TEi Add 210# uplift (max.) to reported truss uplift for wall connections,
ovARNbKa.. RM AND FM_Wv L NNM ON TM MMWMa
..wutrAl[r.r AL
FURNM TIM WAVD6 m ALL CUNMCTMS IMUDI iG nE V=ALLM
1 Jay - ,et0��'�ii
Y
T❑TAL T❑P CH❑RD
NOT TO
REF 2X4 SCAB O.H.
DATE— 10/01/14
Trussrs require .)arena care In fobrkoting, handMg, shipping, In.tatgng and brochg. Refer to and
fans. the latest edtbn of SCSI ®uadng Component Safety Inforwtbn, by TP[ and SIRN for safety
to theca functbns Installers shoU tenpahe. brndng BCSL
-gQ, %GEN,g�
N., l� $
LOAD
EXCEED 40 PSF
DRWG OHSCB2X41014
practices prior perPurning provb. per
Unle.s noted othersls., top shard .halt have properly at s<ructurat :hratldng and bo(ton chord
hove doll Lomtare for taterot
_ No
(DEAD PLUS LIVE)
f7
shalt a properly attached ce p, shown pernanent restraint of webs
.Fall hove Installed aboI sect or BIp, ils applbnbno Appty plate. to each face
1.
a
per
MA P. Details, unless noted otherwise.
of truss end poGtbn as shorn above and on <he J
and on the
R
=
.bht
Refer to dro. gs I60A-2 for standard plate pesltlans.
SATE 6F
AN tTWCOA4PAN1
Atph , a dIvlsbn of ITv Moing Conponents Grow Inc shall not be responsible for my deviation from
this droving, any faAure to 111d the truss In conPornonce with INSI/TPI I, or for handling, . pping,
iQ
IlstoItotbn 6 bracing of truss...
A sea[ on this drowhp or cover page listing this ofi—hty 4wflcates a ept— of professlaral
B6 re y sdely for the design .horn. The sUtablity and use of this drawing
forfor shy structure the resPonsmItY aF the 8 dAll ge`sWw W NdVTPI I Sect.
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; f jpy�,. 4\.0'
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DUR, FAC, 1,15/1.25
SPACING 24'
13389 Lakehant Dive
Eanh Clty.M0,,;.5
For more Infornatlon see thts Job's general note. pogo and these wtb .item
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(2) 16d -TOE NAILS
T
jVARIES 12 OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
y B-0-0 MAX. SPAN
s
TYPICAL END JACK (EJ)
N.T.S.
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€ 12 —(4) 16d NAILS
VARIES See Connection Detail
OPTIONAL WEB CONFIGURATION
=(4) 16d_NAILS—__
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
a:
EJ wo
End Jack(Ed)
S , a
a eveled Jack (BJ)
m I�
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CONNECTION DETAIL
(BJ)
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(2) 16d GUN NAILS
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FOR EACH LOCATION
SHOWN TOP & BOTTOM
J
2x4 SYP Nailer 16" Long
6.'G°
Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
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N.T.S.
OPTIONAL WEB CONFIGURATION
12
0
VARIES
©
{4) 16d NAILS
See Connection D it
Uj
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
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TYPICAL CORNED SET INSTALLATIONMA
TYPICAL LADING (P.S.F.) 0��0. P�``\ C.EiN S •./ ���
ME: SHINGLES: p •' �' F
TOP LIVE LOAD:i 20 zo NO % a MANUEL MARTINEZ, P.E.
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10 FLORIDA REGISTERED ENGINEER
TOTAL: i 45 37 = j` �7.-/a LICENSE # PE 47182
STRESSiINC. 1.25 1.25 "� • STATE OF ��
WIND DESIGN: MAX.160 MPH PER ®� ". S
ASCE 7-10 MM. 24° O.C.
i os��•�� O P; \�s•e -
**WARNING** Read & Follow all notes on this drawing. i, S 0 R
Furnish this drawing to all contractors including the installers.
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