HomeMy WebLinkAboutTRUSSAs
RANOW , ONENTS
19900 independence Blvd.
Groveland, FI 34736
ponents, LLc one: (352)429-9429 * (352)429-0304 ' Fax: (352)429-7429
- Jc"b Information:
Address:
Custol erName:
Creekside Lot30
DR
F orton
8625 Cobblestone Dr
Descri.Won:
City, State, Zip:
4EA1
Aria "C"
Fort Pierce, FL
Cover Sheet
Order #
JOB # 36CS00030
Printed: Fri, May 11 2018
FOR Name and License Number:
Roofs
TC LI,
11 a.....y .....,,,,,a...,.,.
ds:
: 7C Dead: BC Live: BC Dead:
RoorLoads:
TC Live: TC Dead: BC Live: BC Dead:
0
7
0
10
20
7
0
10
Bldg.
de: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type:
FBC
017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Page
or sheets covered by this seal from: 1 thru
21 Total 21
DESCRIPTION SEQNO #
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
Al 2
A1A
3
A2
4
A3
A4 6
A5
7
A6
8
A7
AB 10
ABG
11
B1
12
62GE
T
01GE 14
Mv1
15
MV2
16
EJ7
t
EJ7A 18
BJ5
19
BJ3
20
BJl
2i
OJ7
l
° Digitally signed by Manuel Martinez
+ ACES Business
a n u e
Representative, ou=M AND E ASSOCIATES
Represent tile, ou=M
'}
PA„ cn=Manuel Martinez,
►'
rq 92342.19200300.100.1.1=A0109B00000
art
• 01
7 484CE8 E960000211F
i n ezAdobeA
obatDClversi n0400
Al
2015.00630417
4001SA38FF5081BO887F 48 00992E85Fla
*,U msH3 Iadby FA.xe d Martbtaa,
�£ �i.. ttc.GtTFH3.l on�mda2astwwnabseemrr,�B a sRA.a
ssatE�andradsrs ¢c.t�,
stbudxs3dasmfthhdoxrxssat MwCOUM edtMadandsmmlad
and t w Fiwl acsRteMtka'aiemsmda rne4t:4a wft'j on =Fdoamk
:msiaL
Page 1 of 1
r
T
Job Number. 36CS00030 Ply: 1', - 't SEQN: 667772 / T11 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" - Qty: 7. V 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" 38'8"
6'48 1'5 6'6"7 4'11"9 4'11"9 1'5 6'4"8
Fm 5xs
f'1 T 6'2"12 T 124 + 14'0'l15 19'4' 247"1 + 26'8 32'5"4 + 381? +1
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.176 N 999 240
B 1606 1692 / 936 ! - / 433 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.454 N 999 180
J 1606 / 692 / 936 ! - /-
1'6.0
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
I
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 TCDL: 4.2 psf
Code / Misc Criteria Creep Factor. 2.0
J Min Br Width Re 1.9
9 q =
,
Soffit: 2.00 BCDL: 5.0 psf
p
Bldg Code: FBC 2017 RES Max TC CSI: 0.774
Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: D 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: 0.924
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
1A86 -1841
Lumber
B - C 2411 -2955 G - H
1995 -2323
Top chord 2x4 SP #1
C - D 1968 -2359 H - 1
1968 -2360
Bot chord 2x4 SP 91
D - E 1995 -2322 I - J
2411 -2956
Webs 2x4 SP #3
E - F 1786 -1B41 J - K
27 0
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp. Chords
Tens. Camp_
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB or better,
B - R 2583 -1933 O - N
2009 -1335
grade
R - Q 2580 -1934 N - M
2581 -1924
attached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc.
,,
4
Q - P 2580 -1934 M - L
2581 -1924
ao#`
- �4e� 0*"
P - O 2008 -1319 L - J
2584 -1924
Loading
,'ee
Truss passed check for 20 psf additional bottom'No
'°" 0471s
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-hi h x 24"-wide
9
ifs
e.of
Webs Tens.Comp. Webs
Tens. Comp.
clearance.
R - C 278 -5 O - G
790 -756
Wind
, It-
C - P 688 -603 G - N
460 -267
Member design based on both MWFRS and C&C.
f ef
P - E 460 - 267 N - 1
688 -603
E- O 790 -755 I- L
F O 1371
278 -6
a
- -1230
40 015A 38 FF 58 8180 B37€48 00 99 2E S5 FS
ahultepnht bomclatt •$mad. saaladW mamaMardn
M.ti£.0.r7taalonticdz4eM=laal #slagaSK%-1
acat�e�cat&vsr�ta_
�sSatrdcop rmftf xdac�aaxraatmasatcsasxid�radspedands lad
and tt�. . � z�Rh¢ntka9 esrcec�e ram[ tw vedfia4 aft wy deamnk
c 10L
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"*., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
3uire extreme care in fabricatina. handling. shiooina.-installina and bracing. Refer to and follow the latest f
:Stramt oT webs snarl nave oracmgg mstallea per B,
as shown above and on the JoinCDetails, unless
a division of ITW Building�Components Group Inc. shall not be responsible forany deviation from this
conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on
this drawing indicates acceptance of pro essiona engineering responsibility solely for the i
ce of this yawing for any structure is the responsibility of the building Designer per ANSIITPI
ns B3, B7 'or 810'
ierwise. (2efer to
failure to build the
g or cover page
in. The suitability
r 1
Job Number. 36CS00030 Ply: 1 1 SEQN: 667774 / T22 / COMN
4EAB Ari� "C" /DR Horton MEAB Aria "C" Qty: 2 1 FROM: AH DRW:
Truss Lap6l: A1A Wgt: 260.4 Ibs .. / ... 05/11/2018
194" 24'3'8
f �1064' t t t— 6a15�63'48'5 656
C�.5xr
m2X4 a4X6 ®6X10 m2X4 ®23(4 ®5X10 H4X6 132X4
SEAT PLATE REQ. SEAT PLATE REQ.
388° J
t' 6'2'13 5'9'3 2'2"12 3'9'4 3' 3'5'4 2'2'12 5'9°4 6'2't2 1' 1
6'2°13 12' 14'2'1 18' 21' 24'5"4 26'8" 32'S'4 388'
Loading briteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W j
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 / 691 / 935 / - / 433 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.515 Q 999 180 L 1523 1691 / 935 / - /- / 8.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS
EXP: C HORZ L 0.179 N - - B Min Brg Width Re 1.8
Des Ld: 137.00 R )= q = i
Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8
NCBCLL 10.00 P i
TCDL: 4.2 psf Bearings B & L are a rigid surface.
Soffit: 12.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.770 g g
P TPI Std: 2014 Max BC CSI: 0.598 Bearings B & L require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2
Spacing: 24.0 " C&C Dist a: 3.87It Rep Factors Used: Yes Max Web CSI: 0.932
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 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 chor 2x4 SP #1 D - E 1988 -2130 J - K 1961 -2168
Bot chorc 2x4 SP #1 E - F 2231 -2343 K - L 2406 -2779
Webs 2x SP #3
F- G 2261 - 2247 L- M 27 0
Bracing
(a) Conti uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs)
member.'Dr 1x4 "T" reinforcement- 80% length of Chords Tens.Comp. Chords Tens. Comp.
web me er. Same species & SRB grade or better, '0 g _ W 2427 -1929 R - P 12 -10
attached ith 8d Box or Gun (0.113"x2.5",min.)nails '
@ 6" oc. �xev�y- W - V 2424 -1929 P - O 2424 -1924
'. V - U 2424 -1929 O - N 2424 -1924
Windy U - T 11 -9 N - L 2427 -1924
jo
Member: esign based on both MWFRS and C&C. W S - Q 1848 -1125
7102
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
W - C 282 -6 G - Q 941 -1008
m ° STATE C-U 688 -618 Q-R 10 -1
e U- E 541 -729 Q- H 165 -18
9 �* U - S 2156 -1531 Q - 1 W8 - 245
E-S 282 -13 Q-P 2218 -1594
ON
F - S 178 -16 i - P 632 - 844
y S-T 22 1 P-K 688 -617
S - G 908 - 988 K - N 282 -6
40 01 SA38 FF 56 81 SD 88 7i`+45 00 99 2E E5 FB
This hen hnbee s ataetsnts cap tad:ar & eraiaO hry WaM Wrtfnu
�n. tie.11471021 mVia dae'a" mwn Wxm 6aSMAi
aasthent�rtl�,xeada,
rPrbted coskmafthis dw•x•=A= nm crWdered s qwi—dz 1.d
any tiaV.a,= aAen601icAcn.da"WI hmarrif3cd vvsacry:dcctrords-
czrAM
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compone f Safety Information, bVV TPI anti SBCA) t0 safety practices prior to performing these functions_ Installers shall provide temporary
bracing r BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, 87 or 610,
as appli le. AppTy plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
drawings 60A-Z for standard plate positions.
Alpine, a ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in formance with ANSI II PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page
listing th drawingg indicates acceptance of pr a essiona engineering responsibility solely for the design shown. The suitability
and use;!of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
ITruss Aria "C / R Hort n MEAB Aria "C" I City: 2Wgt 224.0 Ibs I FROM: AH 768 / T7 /SPEC DRW i 0 /11/2018 I
i_ 6'48 T10"� 14'4"7 19' 24'3"9 + 30'9"7 32'3"$ 38'8"
6'4"8 1'6" 6'5"14 47"9 5'3"9 6'5"14 1'6" 6'4"8
SEAT PLATE REQ.
1112X4 m4X6 WX4 M3X8 m3X4 m4X6 M2X4
38'8"
iv
0
SEAT PLATE REQ.
"4
6'2"12 12' -
�2'0"1 10'6"2 +2'0"14
14'0"1 247"1 26'8"
5`9"4 + 6'2"12 +1'
32'5"4 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LI#
Loc R 1 U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.176 N 999 240
B 1606 / 684 / 934 ! - / 427 /18.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.454 N 999 180
J 1606 1664 / 934 / - /-
118.0
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
HORZ(TL): 0.132 L -
B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria Creep Factor. 2.0
'J Min B Width Re
r9 9 = 1.9
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.773
s rigid surface.
Bearings B & J are a 9 id
'
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
Top chord 2x4 SP #1
C - D 1935 -2359 H - 1
1935 -2360
Bot chord 2x4 SP #1
D - E 1962 -2320 I - J
2379 -2956
127
Webs 2x4 SP #3
E - F 1751 -1841 J - K
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 'T" reinforcement. 80% length of
web member. Same species & SRB or better,
B - R 2583 -1903 O - N
2009 -1312
grade
R - Q 2580 -1903 N - M
2581 -1901
attached with 8d Box or Gun (0.113W.5",min.)nails
6" oc.
`
Q - P 2580 -1903 M - L
2581 -1901
.m .
P - O 2008 -1297 L - J
2584 -1900
Loading
Truss passed check for 20 psf additional bottom
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-high x 24"-wide.
Webs Tens.Comp. Webs
Te s. Comp.
clearance.ft
i
aMoR-
C 278 - 5 O- G
803 - 755
Wind
C - P 689 -603 G - N
460 -267
689
Member design based on both MWFRS and C&C.
SI ?F.
P - E 460 -267 N - I
E - O 803 -754 I - L
-603
1278 -6
,
O - F 1370 -1239
40 01 5A38 FF 5B 81 BU BB 7F49 00 99 2E E5 F3
8�1s faatreir�xtss ctecsrgx�ned �ttafe� by r Aaarekan�
sz saga.
a'tar�res��esaisissaaitxetai�amwE: d - s3�si
�wd it�a"'z,"A" hanf�asci9e cnF::a�+tfr��:r�e�astrme �'
"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) to'r satPety practices prior to performing these functions. installers shall provide.temporafy
BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3, B7 or 610,
e. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
60A-Z for sp ndard plate positions.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIPI 1, or for handling shipping, installation and bracing of fruSseS.A seal on this drawing or cover page
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ce of this drawing,
for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
T I
Job Numl er:.36CS00030 Ply: 1 SEQN: 667766 / T6 / HIPS
4EAB Ari "C" /DR Horton /4EAB Aria 'V City: 2 FROM: AH DRW:
Truss La I: A3 Wgt: 247.81bs -. / ... 05/11/201B
M
C
io
=4X(
6'4"9 T10",9 14'4"8 17' 21'8" 24'3"8 311 32'3"a 38'8" J
r 6'4"9 +1'6" 8'S"15 + 2'7"8+ 4'8" 2-7"8 6'S"15 1'6" 64"9
o5X8 �Z5X6
F G
1112X4 4X6 a3X4 �3X4 �3X8 m3X4 � X6 912X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8" I
1' 6'2"13 i 5'9"3 i 2'1" 2'11" 4'6"4 �_ 3'0"12 2'1°_i 59"3 _t 6'2°13 1'
6-213 12' —� 141" 1T F 21'64 r 24'7" + 26'8� 3� 38'8"
Loading CCriteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions (Ibs)
TOLL: 120.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.162 R 999 240 B 1566 / 695 / 940 / - / 385 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.432 R 999 180 K 1563 1695 / 940 ! - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 M - - Wind reactions based on MWFRS
EXP: C TL HORZ 0.126 M B Min B Width Re 1.8
Des Ld: 37.00 Mean Height: 15.00 ft ( ) q
g Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8
NCBCLL' 10.00 P
TCDL: 4.psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5Bldg Code: FBC 2017 RES Max TC CSI: 0773 l
.0 psf Load Du lion: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.561 Bearings B & K require a seat plate.
Spacing: 4.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.948
FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Vec 17.02.02.1208.15 A - B 27 0 G - H 1907 -1945
Lumber B - C 2360 -2874 H -1 1943 -2219
To chor 2x4 SP #1 C - D 1916 -2266 1- J 1916 -2258
P D - E 1943 - 2227 J - K 2361 - 2866
Bot chorc I 2x4 SP #1
Webs 2x SP #3 E - F 1-1K - L 27 0
F - G 1742742 -1692692
Bracing
(a) Contii' uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs)
member., r 1x4 " i" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp.
web me er- Same species & SRB grade or better, "Sell
B-T 2511 -1918 P-O 1919 -1330
0110
attached ith 8d Box or Gun (0.113"x2.5",min.)nails APA
6" oc. l #66 # T - S 2508 -1918 O - N 2501 -1934
4e S - R 2508 -1918 N - M 2501 -1934
Loading: R - Q 1927 -1314 M - K 2504 -1934
Truss pa sed check for 20 psf additional bottom Q P 1697 -1028
chord liv a load in areas with 42"-high x 24"-wide
clearanc Maximum Web Forces Per Ply (Ibs)
. ; Webs Tens.Comp. Webs Tens. Comp.
Wind I
Member I ie.ign based on both MWFRS and C&C. T - C 281 5 P - G 707 -721
�x1E C-R 691 -616 P-H 810 651
Ao
R - E 433 -267 H - O 430 -263
OD N
E - Q 818 - 656 O - J 692 - 617
4$ 281 '5 F-Q 732 -761 J-M
.,- F-P 213 -208
40015A98IFF51381 SO BB 7F48 00 99 2ESS FB
rtkltersc➢i�s�rt m{et. ':'cdzcstmu try k$aswrat raarttrsee; -.
�tii..lu:.ffi?.iH2.{aestic�stw�waat,,:�id�s?3�.3
z�sthendcate.
:mated xcgin dot got v.Adcadu ;indz bd
xaad 3t�.T.eSA.ds �9%senti=a;€artrxSa eaz .tit�aaa9f�dr�nm�cctmr
clnt.
"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, byy TPI and'SBCA) for 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 properly
Ijid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apj% plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
n
Job Number: 36CS00030 Ply: 1 SEQN` 667770 / T5 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria V' Qty: 2 FROM: AH DRW.
Truss Label: A4 Wgt: 259.0 Ibs / ... 05/11/2018
12
6
SEAT PLATE REQ.
7'10"a 15' 19'4" 23'8" 26'3"8 30'9"7 32'3� 38'8" i
7,1.7 '� 4'4° + 4,4" } 27"8 'I" 4,5°15 { t'6° 6.4"8 �I
--5X8 I112X4 eza5X8
- F G H
i 3X4
'�i3X6
J
Kg 3X4
U T S R Q P O N
112X4 -4X6-3X4Q3X4 ,a3XB =3X4 !�5X6 11l2X4
6'2"13 5'9"3
6'2"13 12'
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: II
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 "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.
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE
388" i '
aa" 3 + 59"4
14'1" 19'4" 238" 26'8" 32'S"4 38'8"
5
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pt NA Ce: NA VERT(LL): 0.154 S 999 240 B ' 1523 / 697 ' / 938 / - / 345 / 8.0
Lu: NA Cs: NA VERT(TL): 0.422 S 999 180 L 1523 / 697 / 938 / - / - / 8.0
Snow Duration: NA HORZ(LL): 0.064 N - - Wind reactions based on MWFRS
HORZ(TL): 0.120 N - - B Min Brg Width Req = 1.8
Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES Max TC CSI: 0.890 Bearings B & L are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.578 Bearings B & L require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.956
FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Piy'(Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.02.1208.15 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 jibs)
Chords Tens.Comp. Chords Tens. Comp.
U-T 2425 -1� P-O 1964 -1459
T - S 2425 -1934 O - N 2393 -1906
%S - R 1842 -1298 N - L 2396 -1906
R - Q 1768 -1189
. Maximum Web Forces Per Ply (ibs),
..',' Webs Tens.Comp. Webs Teps. Camp.
U - C 279 -4 Q - H 256 -214
STATE F C - S 694 - 618 P -1 � 673 - 526
S - E 460 - 216 H - P 547 - 620
E - R 1130 - 774 1-0 353 - 265
F-R 797 -1190 O-K 549 -476
F - Q 256 -190 K - N 1 237 -8
y G - Q 228 - 234 1
$rig
40 015A 38 FF 5B 8180 8137F 49 00 99 2E 95 Fly
shaic iIDet3c7aarsYemsna$�e3t rod.zad mated by Vartkmz, i
2�(R.itc.�4iFBtjctcP2u-. �a1.�.xhaaaarx'a6as�dnga SFb�i �
sctSterifasaatcnaiz�ie.
I
"waited es�t�S�tit� dsxccx�x st�tcra�3a�vad ddai�sil naiad
s83} .ei: nP a:.E enfca eudeeauC4ka.�srtf d'mwdatmrb...
alas.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the 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 drawingq any failure to build the
truss in conformance with ANSIItPI 1, or for handlingshipping, installation and bracing of frusses.A seal on this drawing or cover page_ .
listing this drawing,indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 8uilding.Designer per ANSI/TPI 1 Sec.2.
t
Job NuOer:
36CS00030
;f a ,:
Ply: 1
SEQN: 667757 / T4 / HIPS
4EAB Ad
"C" /DR Horton /4EAB Aria "C"
City: 2
FROM: AH
DRW.
Truss La
el: A5
Wgt: 212.8 lbs
.. / ...
0511112018
19'4"
25'8"
_i_
32.32
388"
i
r 64"9
67"7
'f'
64"
F 6'4"
67"7
6'4"9
:5X8
1112X4
=5X8
E
F
TD
12
�
6 F;;;-
03X4C
C' �3X4
m
F
1
4X6(A2) B
H-4X6(A2)
s3
A
P
O N
M
L K
J
192X4
=3X4E23X6
m3X8=3X6w3X4
1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
38'8"
1' 6'2"13
69"3
1'
5'4"
5'4"
1'
6'9"3
6'2"13
1' j
F 62"13
13'
14
19'4"
24'8"
25' "
32'5"3
38'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria 4 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 1 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 / - / 304 180
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 / 931 ! - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS
EXP: C HORZ TL 0.131 J - - B Min Big Width Re 1.9
Des Ld: 37.00 ( )� g q
NCBCLMean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = 1.9
L 10.00
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit. 2.00 BCDL: 6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.718
P TPI Std: 2014 Max BC CSI: 0.576 Bearings B & H require a seat plate.
Load Du lion: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 4.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.555
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 2012 -2366
Lumber; B-C 2330 -2952 F-G 1980 -2452
G - D 1980 - 2451 G - H 2330 - 2953
Top chor 2x4 SP #1 D - E 2012 -2366 H -1 27 10
Bot chor 2x4 SP #1
Webs 2x SP #3
Maximum Bat Chord Forces Per Ply (Ibs)
Loading Chords Tens.Comp. Chords Tens. Comp.
Truss pa ed check for 20 psf additional bottom B - P 2576 -1921 M - L 2118 -1370
chord laic load in areas with 42'-high x 24"-wide P - O 2573 -1922 L - K 2118 -1370
O - N 2118 -'i 354 K - J 2574 -1938
JAA
Wind N-M 2118 -1354 J-H 2577 -1937
Member esign based on both MWFRS and C&C.w
4' Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 0471.82,
P - C 247 -4 M - F 355 -295
C - O 629 - 505 K - G 629 - 565
D - O 437 -281 F - K 437 -Al
D - M 356 - 295 G - J 247 ;' 6
VA TATOf E - M 302 - 344
4 0'
- ,
t V
TIAt ltsmd Y�saxe osiC ed' algid' Y9 as�acd AA�rttree:;
az�d�antar"•atiaaa
:"r-I.sauc d sis a=lad
mac# n Y antka xde rn�.sr: � dfid m =Vdwtmr4z
cfns:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r uire extreme care in fabricating, handlingshipping, installing and bracing.: Refer to and follow the latest edition of BCSI (Building
Compone Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing p BCSI. Unless noted d1herwise,top chord shall have properly attached.structural sheathing and bottom chord shall have a properly
attachetl id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t
as applic e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
Jrawings 60A-Z for standard plate positions_
Alpine, a 'v!Sion of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawingg any failure to build the
truss in c formance with ANSI! fPl 1, or far handlingf shipping, installation and bracing of irusses.A seal on this dPawrng or cover page _
listing thi drawing, indicates acceptance of pro essrona engineering responsrbtlity solely for the design shown. The suitabrhty
and use ',bf this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
Job Number: 36CS00030 Ply: 1 SEQN: 667755 / T3 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss label: A6 Wgt: 217.0 Ibs / ... 05/11/2018
21'
6'4"9 11'118"� + �_ 16'6"1 + 19'3"15� 1"13 2T8" 32'37 38'8"
6'4"9 4'77 5'6"1 2'9"14 1'1" 3 5'6"3 4'7"7 6'4"9
o5X8 I112X4 =3X4=3X6 012X4
D E F G H I
12 T
6 p
� 03X4C />JSZ�*X4
o
rIo zo
=4X6(AA2) B Km L6(A2)
M t
T S R Q P O N M
I92X4 =3X4 =3X6 =3X8 =3X8 =3X6 =3X4 1112X4 III
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' F 2113 4'9"3 325712 '6'3 3'46713
1 212
6 3 2478" 1'
32'5"3 38'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA , CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 1701 / 918 ! - 1263 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 K 1523 1701 / 918 / - /- 116.0
BCDL: 10.00 Risk Category: It 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 Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8
TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.551 Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL:5.0 sf
P TPI Std: 2014 Max BC CSI: 0.449 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.637
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2217 -2472
Lumber B - C 2310 -2734 H -1 2217 -2472
C - D 2086 - 2360 I - J 2086 - 2360
Top chord 2x4 SP #1 D - E 2217 -2472 J - K 2310 -2734
Bot chord 2x4 SP #1
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 Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp.
B - T 2377 -1894 ' P - O 2058 -1489
° T - S 2375 -1895 O - N 2U5B -1489
Vie* S - R 2058 -1473 N - M 2374 -1911
R - Q 2058 -1473 M - K 2377 -1910
' No 0411
. Q - P 2493 -1725
.1
IN Maximum Web Forces Per Ply (Ibs)
Z ` Webs Tens.Comp. Webs Tens. Comp.
'a
41 T-C 202 -8 F-P 100 -91
NE C - S 510 - 384 H - P 257 - 264
D - S 365 -297 P - I 588 -483
4'4t. D - Q 568 -483 I - N 365 - 297
E - Q 256 -264 N - J 510 -383
Q - F 100 - 92 J - M 202 -10
40 01 SA39 FF58n HOW7F4800992E:85FB
Thit Item hubeen kc s tadZA Ualedby mama uAram",
Vt,M. 047=1carU*date etsw«abawWei; aSMA-1
arhhcrl�aRasse9a,
pilued ccom atfik ewnaaaatm mot COW&sd zk r=d xeaiad
�d xbc.;..�%�s av49vc++rkast;vasrarde rrs�i iw.�arNie:i ee4 yedactimnk.
sarlas:. I
`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and'bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each fare of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page
listing this drawingg indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability j
and use of this drawing for any structure is the, responsibility of the Suiiding Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's aeneral notes -page and these web sites: ALPINE: www.al ineilw.com: TPI: www. inst.o ; SBCA www.sbcindu .coin' ICC: www.iocsafe.ong
I
Job. Num er: 36CS00030 Ply: 1 SEQN: 667753 / T2 / HIPS
4EAB Ari 0 "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss La 1: A7 Wgt 218.4 Ibs / ... 05/1112018
r "8 12 19W 21'34 42+ F 39' 42 504 1'8" 5'39"12 22"8 8464"28 531
J
g55X8 =3X4 102X4=4X6 =3X4
D E F G H �cvol
6(A2)
U T S R Q P O N M�
1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 012X4 j
0
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' 6'212 2'9"4 3' 5712 5'3"12 2'0"4 2'9"4 6'27 1'
"12 9' 12'I' 247"12 } 26'$"� r 32'5"4+ 388" '
2'0"4 3'
11;;4 2
Loading 1,
riteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R i U / Rw / Rh / RL / W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.226 F 999 240
B 1523 1703 / 900 ! - / 222 / 8.0
BOLL:
0.00
Enclosure: Closed
Lu: NA 'Cs: NA
VEf2T(TL): 0.619 F 999 180
K 1523 1703 1900 / - / - / 8.0
BCDL:
10.00
Risk Category: li
Snow Duration: NA
HORZ(LL): 0.071 M - -
Wind reactions based on MWFRS
Des Ld:
37.00
EXP: C
Mean Height: 15.00 ft
HORZ L 0.132 M - -
(T )=
B Min Br Width Re 1.8
g q =
NCBCLL
10.00
Code / Misc Criteria
Creep Factor. 2.0
P
K Min Brg Width Req = 1.t3
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.551
Bearings B & K are a rigid surface.
Load Dur
t!on: 125
psf
MWFRS Parallel Dist: D to h/2
TPI Sid: 2014
Max BC.CSI: 0.468
Bearings B & K require a seat plate.
,
Spacing:
4.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.582
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FTIRT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):'
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 D G - H 2581 -3077
B - C 2295 -2726 H -1 2452 -2841
Lumber
C - D 2205 -2485 I - J 2205 -2485
Top chor
2x4 SP #1
D - E ' 2452 -2841 J - K 2295 -2726
Bot chorc
2x4 SP #1
E - F 2581 -3077 K - L 27 0
Webs 2A
SP #3
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
1e B - U
2368 -1874
Q - P
2872 - 2051
U-T
2366-1874
P-O
2188 -1602
T - S
2188 -1586
O - N
2188 -1602
ir S - R
2188 -1566
N - M
2366 -1890
R - Q
2872 -2035
M - K
2368 -1890
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp-
" ..ft U - C
163 -12
Q - H
276 -243
C - T
448 -276
H - P
459 -487
D - T
303 - 354
P - 1
881 - 664
D - R
881 - 683
N - J
448 - 276
1
E-Q
456 -243
163 -�4
F - Q
258 - 266
40 015A38 FF 55 8180 BB 71F49 00 99.2E 85 FS
ahtc 35am haabemeke4 ".d'.,21me9 tlY P:9asna�i daartk�es,
�££ (F6. iS€.�SJEB�tcm P�,��a§s;afcescan ats g a5H�Il
�stisentaxaa• '
��tad crs�iseir�t�astotrrass3�d �.xad s�aim6
�aCk3sc;z5A«zaeni�aascmfl�nust:.mar3f�dcata�Tsl�sstrnn3:
smyinx..
—WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r uire extreme care in fabricating, handling, shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Compone Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPpeny
attache id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as appli e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to
drawings 60A-Z for standard plate positions.
Alpine, a vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in formance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_
listing thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use 'pf this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
T
Job Number: 36CS00030 Ply: 1 SEQN: 667751 / T19 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: AB Wgt: 211.4 Ibs .. / ... 0511112018
77' L 52'644 1812 +'"+ 3118'
6 6'912 561 2 564 T
8
1114X4=5X6
=6X8
=6X6
12
C_
-6 6.*
D
TC2
E F
G TC3
H
T(a)
e p
(a)
W (a)
1 3�
=-3X10A(B3)B
W4
O
P O
N
M L
K
[112X4
=5X6=H0308
=6X12
=H0308=5X6
192X4
SEAT PLATE REQ.
SEAT PLATE REQ.
SEAT PLATE
REQ.
26W
12'4"
1' 610"4
F
5'4"
1'9"1
5'4"
5'4"
1'9"1
+26'5"1
6'10"4
1'Ji
6'10"4
12'2"4
14'
19'4"
24'8"
31912
Loading Criteria (psf) Wind Criteria
Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R 1 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 I - 1- ! -
18.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.428 D. 999 180
R 4125 / 1842 /- 1- !-
1 B.0
BCDL: 10.00 Risk Category: I I
Snow Duration: NA HORZ(LL): 0.044 N - -
1 228 / 128 ! - / - / -
/ 8.0
Des Ld: 37.00 EXP: CMean
0.083 N -
Wind reactions based on MWFRS
Height: 15.00 ItHORZ(TL):
NCBCLL: 0.00
Code / Misc Criteria Creep Factor. 2.0
B Min Brg Width Req = 2.1
TCDL: 42 psf
Soffit: 2.00 BCDL: 5.0 sf
P
Bldg Cade: FBC 2017 RES Max TC CSI: 0.764
R Min Br Width Re 4.9
g q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.875
1 Min Brg Width Req = 1.5
Bearings B, R, & I are a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: No Max Web CSI: 0.729
Bearings B, R, & I require a seat plate.
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
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
i
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
A - B 27 -20 F - G
B - C 1494 -3272 G - H
878 -1948
1884 -837
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4 2x4 SP #1:
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 (0.113W.5",min.)nailsMA
@ 6" oc.
%14*
EN
B - Q 2857 -1281 N - M
Q - P 2832 -1276 M - L
713 -1657
713 -1657
Plating Notes
, kk
'
P - O 3367 -1527 L - K
:90 -191
(•') 1 plate(s) require special positioning. Refer to:
No0471821 '
O - N 3367 -1527 K -1
84 -163
scaled plate plot details for special positioning
'
requirements.
Maximum WebForces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens.
Comp.
Loading
9
#1 hip supports 7-0-0 jacks with no webs.
-
OF
Q - C 611 -117 N - G
C P 639 G L
ill
4041 -1783
1476 2694
- -275 -
P-D 286 L-H0
-
-2042
Wind
v
-62
Wind loads and reactions based on MWFRS.
��
D - N 728 -1590 H - K
E-N 646 -797
666 147
40 01 38If -95 81 Bi3 48 00 2E85 FB
�.& 3regnk�zxk�em �tatiraa7}el ain�t�xv� Dkar3Yei
�i€r!, rkt.2E9if ass G'.�da�C sWsvtn a6e t� a5#i&+b
�
�x&s8ritisattareaz�a.
i
?raed afinafthk dwwwrAmmo motteritand. mdunkd
arl Sire;��$.*c31:�ia3:i`�.'dAi&C!9¢misSE:.�SC.A�t#fEC.^iPRt a9Pyi�k'cEtd1f54L '
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"` FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating,handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporarryy
omponenf Safety Information, by TPI andSBCA) fay safety practices poor performing shall provide
oracing per BCSL_ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chard shall
have a propefly
67
_-
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, or 810,
Apply to each face of truss and as shown above and on the JoinDetails,. unless noted otherwise. (Refer to
as applicable. plates position
drawings 160A-Z for standard plate positions.
I np, a division of ITW BuildinccL�Components Group Inc.
shall not be responsible for any deviation from this drawing any failure
this
to build the
truss in conformance with ANSIlfPI 1, or for handling shippin , installation and bracing of trusses.A seal on rawing or cover page_ .
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
gnawing
and use of this for any structure is fire responsibility
of the Building Designer per ANSIITPI 1 Sec.2.
Job Nu
CS00030 P"-
4EAB Aril 'C"DR Horton MEAB Aria "C" I Qty- 18.6 Ibs I FROM: RS
Truss La I: A8G 782 / T23 / SPEC I DRW:/ 05/11l2018 I
L 16'6"5
2r 10�
i T 11'10"15 1L 1 21' 26'4" 29' 33'6"12 38'8"
7' 4'10"15 1^.8"1�1 r 4'S"11 5'4" 2'8" �12 5'1' 4-�
I
12
PT 6
rn b
=4X6AA2) B
255XB m4X4 m3X6 m5X6
C D E F
TJ^V =3X4(*•)014X4(R)
I =5X6
G H
J
N M
=6X8 U 0=3X6 m3X8
SEAT PLATE REQ. SEAT PI"BERECLAIIEFIE ATE REQ. SEAT PLATE REQ.
21' 4'4" 1k 12'8"
h1'+ 71"12 + 4'S"4 L5� 4 2 13 4'9"3 i 5 2 4j2 9 8"
7'1"12 117" 167' 33 21' 2674 18?,4 38'8"
�
29'
Loading. riteria (psf)
TCLL: 120.00
TCDL: 17.00
BOLL: 0.00
BCDL: I10.00
Des Ld: ' 1 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Dur tion: 1.25
Spacing: (¢4.0 "
Lumber
Top choi
Botchon
Webs 2x
Bracing
(a) Conti
member.
web mer
attached
@ 6" oc.
Special
TC: F
TC: F
TC:F
BC: F
BC: F
BC: F
BC: F
BC: F
TC:
TC:
17.06
TC:
BC:
BC:
17.06,
Wind
Wind I
SP #1
SP #1
#3
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.083 S 999 240
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.242 S 999 180
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.031 P - -
EXP: C
HORZ(TL): 0.058 P
Code I Misc Criteria
Mean Height: 15.00 it
Creep Factor: 2.0
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.659
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.614
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.984
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Plating Notes
All plates are 2X4 except as noted.
(**)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
is lateral restraint equally spaced on
1x4 "T" reinforcement. 80% length of
Same species & SRB grade or better,
i 8d Box or Gun (0.113"x2.5",min.)nails
or Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
56 plf at
-1.00 to
56 plf at
7.00
28 plf at
7.00 to
28 plf at
19.06
56 plf at
19.06 to
' 56 pif at
39.67
4 plf at
-1.00 to
4 plf at
0.00
20 plf at
0.00 to
20 plf at
7.03
10 plf at
7.03 to
10 plf at
19.06
20 plf at
19.06 to
20 plf at
38.67
4 plf at
38.67 to
4 plf at
39.67
Ib Conc. Load at 7.03
Ib Conc. Load at 9.06,11.06,13.06,15.06
lb Conc. Load at 19.06
lb Conc. Load at 7.03
lb Conc. Load at 9.03,11.06,13.06,15.06
and reactions based on MWFRS.
of
40 01.558FF5B8180BB7F480059.2ES5F8
%k immhaaum maj U,2100 by P.rzawel9ASrt)ne,
r 4n'tik.nara for,oftdu&x,wnaba wansaswl
iaa5zzr�a..
�e�ca�.r�s;�r�td��zstmmsx e��c.�xdmd �t5h .�aleti
axae t1�5e3R: �Rfasntica�ieassz�enwk�,aecifk�4.ezaas�sct�mrab..
Ins:
♦ Maximum Reactions (Ibs), or *=PLF
Loc R / U / Rw i Rh / RL
1 W
B 1506 1736 / - 1- / -
/ 6.0
P 3051 11518 /- /- /-
18.0
P* 24 /2 /12 /- 1-
/52.0
U 273 /171 /- /- /-
/8.0
K 381 /169 1- l- 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.
j
Bearings B, P, P, U, & K require a seat plate.
Maximum Top Chord Forces Per
Ply (Ibs)
j
Chords Tens.Comp. Chords
Tens. Comp.
A - B 27 -20 G - H
1458
I
-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 Sot Chord Forces Per Ply (Ibs)
j
Chords Tens.Comp. Chords
Tens. Comp.
B-T 2317 -1110 P-0
657 -1168
T - S 2345 -1116 O - N
323
- 57,6
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)
I
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
- 268
D - Q 785 -1539 H - M
787
360
Q - F 1329 - 512 M - J
238
351
F - P 1473 -2965 1- M
259
-275
i
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
JT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
mation, by TPI and'SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary
s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
'.
.
bons shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610,
ates to each face, of truss and position as hown above and on the Join Details, unless noted otherwise. (2efer to
VSIr I P1 1, or Tor ri
tes acceptance
for any structure
lis drawing,any failure to build the
on this drawing or cover page. ie design shown. The suitability
t ■
1Job Number: 4EAB Aria" C"3/DR Horton MEAB Ana "C" Ply: y FROM:
1 I : 667777 / T18 ! COMNI
City3 FROM: AH DRW:
Truss Label: B1 Wgt: 93.8 Ibs / ... 05/11/2018
N
b
75 �.
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6'4"8
6'4"8
918" 12'11"8 L` 18.
37$ 3.38 Za
D=5X6
113X10(E5)
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
12'8" 5'4"
1, 6712 3'5"4 2'4" 1'1"4 4'1012
V2"12 9'8" 12' 13'1" 18'
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R ! U / Rw / Rh / RL / W
Pf. NA Ce: NA
VERT(LL): -0.036 F 999 240
B 618 1296 1379 1- / 194 '1 8.0
Lu: NA Cs: NA
VERT(TL): 0.046 F 999 180
1 438 / 153 1300 / 0 / 0 / 8.0
Snow Duration: NA
HORZ(LL): 0.022 F - -
L 366 / 195 / 233 /- /- / 8.0
HORZ(TL): 0.024 F - -
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: 0.395
1 Min Brg Width Req = 1.5
TPI Std: 2014
Max BC CSI: 0.292
L Min Brg Width Req = 1.5
Bearings B, 1, & L are a rigid surface.'Bearings
Rep Factors Used: Yes
Max Web CSI: 0.180
B, 1, & L require a seat plate_
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply;(Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 D- E 686 -447
B - C 818 - 807 E - F 605 - 378
C-D 648 -454 F-G 617 -418
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 661 -658 1- H 619 -813
K - J 658 -657 H - G 3W -400
J - I 309 -406
0.
40015A 8-FF5B8180P037F48t)0 992tS5FO
YrdtatersAssi3e»e4cs g mdzi6iaaied4ua zzilrriartirc
wf(rt.. Lk94nw4u,Ozdat' Aowaabom s;r ,sssrs a
asaert3crPie¢e rmdc..
E'rds�ctx� d�xes^«.a�sta�c+rcexsrxid s3�atdard.�a�ad
and Cf��siaae�bca9&,�cmd�e°�.�erifrasas3ecirur^3z
raatoa..
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K - C 234 - 44 J - E 227 -136
C - J 495 - 421) E - H 330 - 309
D - J 226 - 393
i;
`*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qguire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI and'SBCA) toy safety practices prior to performing these functions. installers shall provide temporary
r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lled per BCSI sections B3, B7 or 10,
le. A..1v plates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. (2e4er 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 1russes.A seal on this dgrawing. or cover pa�ge. ,
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suttabihty
;e of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.
2.
t�
Job Num er: 36CS00030 Ply: 1 SEQN: 667733 ! T17 / GABL
4EAS Ari "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss La el: 132GE Wgt: 119.0 Ibs / ... 05/11/2018
19'4"
78„ 918„
1'8" +�P-j
I =4X4
H J
G K
12
6 F,- F L
M E M n
Nn D N
C O
=2X4(A1) BIRI
P=2X4(At)
i
g3 A
T S R
AC AB AA Z Y X W =5X6V U
l
19'4"
A
19'4"
I-1 + 19'4"
Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20A0 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): -0.023 S 999 240 B* 91 / 39 / 53 1- / 16 / 156
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.052 S 999 180 P* 168 191 / 121 1- ! - / 24.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 M - - Wind reactions based on MWFRS
TL
EXP: C HORZ B Min B Width Re
Des Ld: 37.00 ( )� 0.020 M � q - -
NCBCLL10.00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor: 2.0 P Min Brg Width Reg =
',
TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.167 Bearings B & Q are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf
Load Dui tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.130
Spacing: 4.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.106 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
GCpi: 0.18 Plate Type(s): A - B 27 0 1-1 384 -85
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 B - C 169 -190 J - K 341 -108
Lumber C - D 169 -171 K - L 233 -56
-76
Top cho 12x4 SP #1 E - F 252 -131 M N 1177 -99
Bot chorc I 2x4 SP #1
Webs 2x SP #3 F - G 3-N - O 1121
G - H 351 51 - -89 89 O - P 37 - 80
Plating Notes H - 1 401 -87
All plates re 2X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs)
Windfit,Chords Tens.Comp. Chords Tens. Comp_
Member lesign based on both MWFRS and C&C. B -AC 194 -182 W - V 65 -22
AC -AB 196 -183 V-U 64 -22
Addition (Notes #. AB -AA 197 -185 U -T 64 -21
See DW S A16015ENC101014 & GBLLETIN1014 for V.
AA- Z 198 -185 T - S 64 21
gable wi bracing and other requirements_ a 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)
Gabes Tens.Comp. Gables Tens. Comp.
C-AC 112 -55 V-J 145 -28
�•
D -AB 107 -75 U - K 282 -198
1> E-AA 99 -73 T-L 70 -31
F-Z 100 -73 S-M 66 -25
G-Y 154 -74 R-N 86 -27
SOUL H - X 187 - 82 Q - O 323 -169
40015A58FF558 BOBS 7F 49 00992E,&5FB I-W 40 -242
Zu ItaM as€xx a Wrom MWAPcd.WtI =;find 6y max lMatk&=6
I
er4t9der4tiSCid dsx at msrt deyma .�adsalad
=z the vit'l atea't=r;dgw em i, in *Miikd on wpg4 timrk
car�ir:s. I
I
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r quire extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Compone [Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing r BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach9 gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 .or 610,
as appli le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 60A-Z for standard plate positions.
Alpine, aJi
sion of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in cormance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
listing thrawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitabiltyand usethis drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more ination see this ioVs qeneral notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.a • SBCA: www.sbcindu .com; IM www.itxsafe.or
1
Job Number: 36CS00030 Ply: 1 SEQN: 667734 / T9 / GABL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss Label: C1GE Wgt:43.4 Ibs .. / ... 05/11/2018
F 47' I 8'4"
4'2" 4'2"
1'6" - - 1'4" --�
(TYP) E=4X4
T 12
6 F,7,- eD-
C
in
N
1 �=2X4(A1) B
T
4 3, A
H=2X4(A1)
I
SEAT PLATE REQ. SEAT PLATE REQ.
S,4„
�1 8'41�
8,4"
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Lee R / U / Rw / Rh / RL / W
B 375 / 173 / 251 / - / 118 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.018 K 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.021 M 999 180
H 375 1173 / 251 /- / - 18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.009 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.009 D - -
B Min Big Width Req = 1.5
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factor. 2.0
P
H Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.psf
BCDL:5.0 sf
P
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.227
Bearings B & H are rigid surface.
Load Duration: 125
MWFRS Parallel Dist: D 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)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply;(Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.02.1208.15
1 A - B 27 0 E - F 573 -349
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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.
B - C 499 - 386 F - G 531 - 368
C - D 530 - 368 G - H 500 -386
D-E 573 -349 H-1 27 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - N 316 -282
L - K
313 -272
M
F
M - L313 -272
J - H
316 -285
ire Ap
1,
Maximum Gable Forces Per Ply (Ibs);
...
e
Gables Tens.Comp.
Gables
Tens. Comp.
No ' .
C-N 91 -15
K-F
148 -36
e ..
D-M 148 -36
J-G
:91 -15
e .
E - L 152 -237
ATE
., 8:
III
4001SASS FF568180 857F48 00992E95F5
r3i&7#amrsas; a rt ¢Ss {a{ asd'. aaAaaby FAa=Ufuton,
s�[�..us.C�Y2(.an�,�2¢staaw�aztsrin�.s5§?wi - .
sxsiisartka,a�aiax9c. I
:�r'�tr8at�xl�r�i'xtaa d»zxxarorm nivted �i�d I
a3ac Slsc.%..�.=*_�s�renYuapasr4amut:�.aazt3t�d-�am��actrar- ' I
1a3:
"'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
Componen[ Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for -permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 16DA-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPi 1 Sec.2.
a
—Z :r - y.•. .�
Job N.
er. 36CS00030
4EAB Ari "C" /DR Horton /4EAB Ada "C"
Truss Lai 1: MV1
4'3"8
4'3"8
4'3"8
gt116.8 Ibs ISROM:AH 735 / T20 / VAL I DRW:/
R
05/11/2018
Loading
nt.ena (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCLL:
2000
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
D' 75 / 28 / 52 /- 126 / 51.5
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
Wind reactions based on MWFRS
BCDL:
� 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.008 C - -
D Min Brg Width Req = -
Des Ld:
37.00
C
HORZ(TL): 0.009 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
NCBCLL
! 10.00
MeaEXP
Mean Height: 15.00 ft
Creep Factor. 2.0
P
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.274
Maximum Top Chord Forces Per Ply (Ibs).
Load Duration:
1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.232
Chords Tens.Comp.
Spacing:
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.184
A - B 39 -172
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver. 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
Lumber
A - C 278 -33
Top chor
2x4 SP #1
Bot chor
2x4 SP #1
Webs 2x
SP 93 Maximum Web Forces Per Ply-(Ibs)
Webs Tens.Comp.
Wind
B-C 297 -98
Member, resign based on both MWFRS and C&C.
Right en vertical exposed to wind pressure.
Deflectio meets L/240.
Addition , 1 Notes `
See DWI:; VAL160101014 for valley details.
No 0,4716
'i F 4
q.
BYO 01 SA 39 FF 58 8160 B8 7F 49 OG 99 2E 85 FB
ce.o:.94muIoothadam A0Wfc&am3st£fi;a5RA.1
madAosim.lav ento mc-ade [: :eii3ed.crea�xydestmr,
• zv�lnx:.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componet Safety Information, byy TPI and'SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary
bracing p BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached r id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applica e. AppTy pfates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings OA-Z for standard plate positions.
Alpine, a vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in co formance with ANSIILPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. ,
listing thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The Sul lily
and use Qf this drawing for any structure is the responsibility of the building Designer per ANSI1TPI 1 Sec.2.
For more in alion see this iob's General notes nacre and these web sites- ALPINE, www.alni—dw — TPh w tninst nm• RRr.A• w sheinduehv — irr. www i—fa �.,
� � T
Job Number: 36CS00030 Ply: 1 '1 SEQN: 667736 / T21 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV2 I Wqt: 14.0 Ibs I I ... / ... 05/11/2018
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi:, 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Additional Notes
See DWG VAL160101014 for valley details.
12
6 � 1112X4 B
3X4(D1) T
A iv
r 1112X4
213`r8 W
2'3"8
2,3"8
I
Snow Criteria (Pg,Pf in PsF)
Defi1CSl Criteria
♦ Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
LOG R / U / Rw / Rh / RL 1 W
Pf: NA Ce: NA
VERT(LL): NA
D* 75 123 / 49 '1- / 15 / 27.5
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.001 C -
r -
D Min Brg 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
TPI Std: 2014
Max BC CSI: 0.062
I(Ibs)
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.Comp.
A-C 115 -7
I
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 124 -48
i
-
40 015A39 FF 55 81 BD BIB 7F 49 00 99 2E95 F8
r raramt m adgaa i'wdloarad9g 4AaraMmarinae4
noi..Lk.v't72jmrtai Casshmu�aa6saymxea gaSgi a
ent�su3a�,�n�a,.
emdc�d�zErr�aati��€r�at'�aaA sss�fma�f'.ea�s§
ant 9iv spv: Y M mylatfark
Sias:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rewire extreme care in fabricating, handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI-(Building
Componenf Safety Information, bVV TPI anSBCA) satPety 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 progeny.
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins7alled per BCSI sections B3, B7 or B10,
as applicable. Appfy 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with. ANSI PI 1, or for handiin shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ ,
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suttabrirty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �.
r�
Job Num
§er: 36CS00030
Ply: 1
SEQN: 667738 / T15 / EJAC
4EAB Ari6
"C" /DR Horton MEAB Aria "C"
Qty: 20
FROM: AH
DRW:
TrussLal'Iel:
EJ7
Wgt:23.8lbs
/ ... 0511112018
I
C
12
6 F
o �
i�
=2X4(A1) B
A
D
SEAT PLATE REQ.
I
1, - 7 - -i
7'
Loading
riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs)
TCLL:
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh 1 RL 1 W
TCDL:
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 1117 / 259 ! - ! 173 / 8.0
BCLL:
1 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - ! - / 1.5
BCDL:
10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.027 D - - C 171 / 133 / 91 / - / - / 1.5
Des Ld:
EXP: C HORZ 0.029 D - - Wind reactions based on MWFRS
' 7.00 ( )TL�
NCBCLL:
10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5
TCDL: 4.2 psf
Soffit:
Bldg Code: FBC 2017 RES Max TC CSI: 0.880 D Min Brg Width Req = -
2.00 BCDL: 5.0 psf C Min Brg Width Req = -
Load Du
'tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.520
Bearing B a rigid surface.
Spacing:
Re Factors Used: Yes Max Web CSI: 0.000
4.0 " C&C Dist a: 3.00 ft p Bearing B requires a seat plate. �
r
Lac. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp.
A - B 27 0 B - C 77 -230
Lumber
Top chord
Top cho.1
2x4 SP #1
Bot chord
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member c
sign based on both MWFRS and C&C. B - D 0 0
a
A, STAR E OF *
4 ..
.40' *44
40 01 5A 38 FF 58 81 BO BB 7F 48 00 99:2E 85 FS
TSU Aaanimsba¢»alazttc :. ed ma=Afad by Mao.A iaann"
PE K. Lk. X1192( an the daW thawnaknam army a sNd3
a�3san�tkrxcatm
nbwdc=L¢ a il&dmumc=asm arvt dmad zaimd—hd
and the,SKs ,aa-sAentimIt=cvd* n.k tc vrAfaad m say dactfeo'_
ceylas,
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
r
Compone
bracing perr
attachetl n�id
Safety Information, by TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610,
as applica
D e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (refer to
drawings 1
0A-Z for standard plate positions.
Alpine, a d
truss
ision of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
in co
listing thi
ormance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability
'
and use
this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
general
Far more info.
ation see this'oUs notes page and these web sites: ALPINE: www.al ine!tw.com: TPI: www. inst.o : SBCA www.sbcindu .com: ICC: www.iccsafe.org
I . {
Job Number: 36CS00030 Ply: 1 SEQN: 667739 / T16 / EJAC
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty. 1 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0 Ibs I / ... 05/11/2018
=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: 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/
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
�'B
2
! 7' 1
Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W
Pt NA Ce: NA VERT(LL): NA A 270 179 1188 1- / 151 / 8.0
Lu: NA Cs: NA VERT(TL): NA C 128 121 / 104 / - ! - ! 1.5
Snow Duration: NA HORZ(LL): -0.031 C - - B 174 / 135 / 95 1- I - / 1.5
HORZ(TL): 0.033 C - - Wind reactions based on MWFRS
Code I Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5
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 CS 1: 0.000 Bearing A is a rigid surface.gearing A requires a seat plate.
FT/RT:20(0)/10(0) Mfg Specified Camber:
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp.
A - B 78 - 232
E
40 01 5A 38 Ff 55 8180 8B 7F49 00 99 2E95 FB
VAh sahib# MTwwd Mlartinw.
,SVL. tta.Gir.E92) rRa:siatashzwn aba v �aSHA+i
�&fcarc53smasaySr.
?r�tad ra�tasrertfvs dacrrsant�aamsr¢eamxi�aasd s%nv.�aaad �adad
sand ktc.wtMi,:E sx^N�aact ra azac�eemm:t ba aatAW an smy,dodmnk..
cmim
Maximum Bot Chord Forces Per Ply:(Ibs)
Chards Tens.Comp.
A-C 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anSBCA) fr sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msialled 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 f Details, unless noted otherwise. kefer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of proYessiona engineering responsibility solely for the design shown. The su bihty
and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
E
40 01 5A 38 Ff 55 8180 8B 7F49 00 99 2E95 FB
VAh sahib# MTwwd Mlartinw.
,SVL. tta.Gir.E92) rRa:siatashzwn aba v �aSHA+i
�&fcarc53smasaySr.
?r�tad ra�tasrertfvs dacrrsant�aamsr¢eamxi�aasd s%nv.�aaad �adad
sand ktc.wtMi,:E sx^N�aact ra azac�eemm:t ba aatAW an smy,dodmnk..
cmim
Maximum Bot Chord Forces Per Ply:(Ibs)
Chards Tens.Comp.
A-C 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anSBCA) fr sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msialled 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 f Details, unless noted otherwise. kefer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of proYessiona engineering responsibility solely for the design shown. The su bihty
and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
s
Job Num er: 36CS00030 Ply: 1 SEQN: 667740 / T12 / JACK I
4EAB & "C" /DR Horton 14EAB Aria "C" Qty: 6 FROM: AH DRW.
Truss La tel: BJ5 Wgt 16.8 Ibs / ... 05/11/2018
C
SEAT PLATE REQ.
1
5'
5'
Loading riteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 0.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl U#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 263 196 1208 / - / 129 / 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 90 113 / 70 / - / - / 1.5
BCDL: 0.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.012 D - -
C 119 / 93 / 62 1- /- 11.5
Des Ld: 87.00
EXP: C
HORZ(TL): 0.012 D - -
Wind reactions based on MWFRS
NCBCLL:
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 2.0
B Min Brg Width Req = 1.5
�0.00
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0sf
P
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.483
D Min B Width Re q = -
Load Dun. on: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.277
C Min Brg Width Req = -
Bearing 8 is a rigid surface.
Spacing: 4.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp,'.
Lumber
A - B 27 0 B - C 53 -179
Top chord's, 4 SP #1
Bot chord 4 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
1
40 01 SA38FF 58 8180 131371`48 00 99 2E 85 FB
Mk itemf as bx+aa atez4rcesrca4%ps$ nad And su W by ks2r<.e3 marunrs,
?� (a. us.u�sz} cn cam dasesnowu a6sern wig a ssir i
ssz�car3casce9a..
Em�mdcgii�acsfcHiad `*^^""�rti rrot ca�nsdcsrndsaa£�ul s�alm�t
and ft SRA,1at. ent to asaade nest be Iftcd on azVdoctmrAz
cawat-
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen afety Information, by TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
bracing per. CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ri i ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicab e. Appiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to
drawings 1 OA-Z for standard plate positions.
Alpine, a di sion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in con rmance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, .
listing this, yawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use ofII this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more infomQ.n see this ioVs aeneml notes Dace and these web sites: ALPINE: www.aloineitw.com: TPI: %wimfoinst.om: SBCA: www.sbdndust v.com: IM www.icdsafe.om
IJob Number: 36CS00030 Ply: 1 SEQN: 667749 / T137 JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW.
Truss Label: BJ3 Wgt 12.6 Ibs / ... 05/11/2018
C
SEAT PLATE REQ.
M
O '0
(V
3'
�`— 1 � '�9
3'
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection inloc L/defl U#
Loc R / U / Rw I Rh / RL / W
B 193 176 / 162 1- 186 / 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 /- !- 11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D - -
C 64 / 51 / 30 / - / - 11.5
Des Ld: 37.00
EXP: C
FIORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.152
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.084
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing: 24.0 "
p g
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r 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
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.
STARE OF
k
'. "
40 01 SA38.EF 50 81 B0 8B 7F 48 00 99 2E:SS FB
O'kltem kaabetn ak ed'.zlda lyd by FA2041 rnaitum,
nW.tis.9"M21 M t'edzt--z Aawa abam wing a SmAA j
zvthentk1 kmwd4. cr� at#atndc c*drfds tiaA—note wdmed aead.eaMd
—6*4—S A.:a a&hmtmtL=.0dem-t b¢vear anam'ydatmuL
ra pim
ors ens. omors ens. F. omp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme pre in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anf7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o"thermse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached) rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/t 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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Nu der: 36CS00030
4EAB "C" /DR Horton MEAB Aria "C"
Truss La at: 13J1
I
�I
Loading
riteria (psf)
Wind Criteria
TCLL-
0.00
Wind Sid: ASCE 7-10
TCDL:
' 7.00
Speed: 160 mph
BCLL:
0.00
Enclosure: Closed
BCDL:
0.00
Risk Category: II
Des Ld:
?7.00
EXP: C
Mean Height: 15.00 ft
NCBCLL:
0.00
I2.00
TCDL: 4.2 psf
Soffit:
BCDL: 5.0 psf
Load Dur
ion. 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing:
0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber II
Top chord 2x4 SP #1
Bot chord' 4 SP #1
Win
mber d
Med sign based on both MWFRS and C&C
0
Ply: 1
Qty: 6
Wgt 11.2lbs
12
6 F C
2X4(A1) B
SEAT PLATE REQ.
SEQN:667747/T14/JACK
FROM:AH DRW:
M
CD to
M
05/11/2018
Ii
l
1'
1'
1r
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 / 77 / 145 ! - / 42
18.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 110 118 1- l -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -14 / 28 125 ! - / -
11.5
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: 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.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208-15
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
No 047102
40015A3EFF5B81130887F4800992E85FB
SFiti ltnrnhaaba eked s nest aids Iadby Maaml Marttnma,
—(R. M.0471221 on thad'=Y tmrara:.aba" wingOVA-1
auNtmcresaA;mm¢�9c.
[wimp." tdkdmwm=aamnotamslcemdst"n ianti:: alad
am6 tivta—Wl asa entScb*Mcode rant(6d:verlficd CA actYCIM O,
C=Ias.
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
MPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqq ire extreme care in fabricating, handlinA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf afety Information, by TPI anc7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
d rippi ceiling Locations shown for ppermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610,
icabl Appty plates to each face of truss and position as shown above and on the JoinDetails, unless noted ofhenvise. (tefer to
Is 16 A-Z for standard plate positions.
a div lon of I7 Buildin Components Gj
p Inc. -shall not be responsible for any deviation from this draw!ng,any failure to build the
coot mtance with ANSIPI 1, or for hanng{ shlppinq, installation and bracing of trusses.A seal on this drawing or cover page_
this swing indicates acceptance ofroessfonngineeringgrsponstb!Iity solelyforthe designhown.The suitbility
this thawingfor aystructure !se responsibility of the Bu.Idi.g Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00030 Ply: 1 1 SEQN: 667743 / T25 / HIP_
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 05/11/2018
6'3" 9110"1
6'3" 3'7"
SEAT PLATE REQ.
C
3 2" i 6"1
1 5" 6'1"4 9'3"4 91101
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: , 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: li
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 0 plf at -1.41 to
55 plf at 0.00
TC: From 2 plf at 0.00 to
2 pif at 9.84
BC: From 0 plf at -1.41 to
4 plf at 0.00
BC: From 2 plf at 0.00 to
2 plf at 9.84
TC: -7 lb Conc. Load at 1.41
TC: 128 lb Conc. Load at 4.24
TC: 230 lb Conc. Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 103 lb Conc. Load at 4.24
BC: 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
a
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.016 G 999 240
B 330 / 208 ! - 1- /-
/ 10.6
Lu: NA Cs: NA
VERT(TL): 0.041 G 999 180
E 385 1176 / - 10 / 0
/11.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - /- /-
/ 1.5
HORZ(TL): 0.008 F
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: 0.219
E Min Brg Width Req = -
TPI Std' 2014
Max BC CSI: 0.297
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
gearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
A-B 14 -11 C-D
55 -72
B - C 330 - 650
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 - 709
40015A3$FF5581BOB871`4800992ER5FS
t<ltum3ws &recta tkt3amnnad'ms3 u�alcd by t�;axvc9 krart6��s,
i�.(ft.t�.ffi�FSt3Z(ate�U.,¢tvaic 5h�e�n5�¢:wa gr�ng35N�.3
�tlsen�a+s�3m
Pt�er�� c�isrs�9tt�s drxas�u nmtcr�ss$�samd �'s+�9 aaimct
and tsawdmtmr3c
sius..
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlingA shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byV TPI and'SBCA) fbF safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
e: A .pty 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.
,I Pi 1; or for n
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
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 = 140
Ort 140 mph Wind Speed,45' Mean Height, Enclosed, Exposure D, Kzt = 1,00
nT ipn mnh Wind Snned. 15' Mean HMmht. Partially Fnrinsed. Exnnsure D. K7t = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) lx4 'L' Brace w
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8'
91 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
U
S P r
# 3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Q
P
Standard
3' 8'
4' It'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
It, 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
-�
S P
#2
3' 10'
1 6' 7'
6' 10' 1
7' 9'
a. 1'
9' 3'
9' 7'
12, 2'
12, e'
14' 0' 1
14' 0'
# 3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
0j
D P L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, it,
it, 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' B.
10' 4'
13, 1'
14, 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10'
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
_
U
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10' 10'
1 12, 8'
13' 7'
14' 0'
14' 0'
00
#1
4' 7'
7' 7'
7' 11'
-9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7' ,
il' D'
13, 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10' 10,
it, 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10171
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
8' 5'
9' 8'
10' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
LJ
U
O
f 1
H P
Stud
4' 7'
6' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
01.
5' 1'
8' 5'
8' 8'
9' 11'
10, 3'
1T' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
.--i
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
It' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
Il' 6'
12, 0'
13' 7'
14' 0'
14' 0'
14' 0'
able Truss
Diagonal brace option, -
vertical length may be [)K
doubled when diagonal I8'
brace Is used. Connect L
diagonal brace for 600# at each end. Max web Brace
total length Is 14'.2x6 DF-L #2 orTbetter diagonal IVertical length shown bracer single 8r
In table above. or double cut 45' (as shown) at L
IM
upper end
ontlnuous Benring tNT� 0111 bA�l
Connect diagonAQt
midpoint of vertical web. Refer to chart above for
w'"R"READ F°' CTUG`fl
..VWMTAKtwFuaSH TwsMAWMG TALL CUIMAM UMuDTe DuTALL13 . Q. �GEN&
Trusses require extreme care h fabricating, handUng, •shipping, installing and bracing. Referk to and
Follow the latest edition of BCSI (BuIldlno Component Safety Information, by TPI and SBCA) fors. safety ^r
praaticos prior to performing these functions. Instnawrs shall pm -Ad. temporary bracing per BCSL IY
Unless noted otherwise, top chord shall have properly attached structuret sheathing and 6ottdn dwrd * f^ '
shalt have a properly attached rigid celft. Locations shown for permanent lateral restraint of webs -.
d �� stint have bracing installed per BCSI secdoon the
87 or Det as ap ect; o Apply otherwise.
to each face
of truss and position as shorn above and on the .hint lletags, unless noted otMnWse.
Refer to drawings 16CA-Z for standard plate positions.
AN ITW COMPANY Atphe, o dlvidon of ITV Bu0.aNny Co.ponente Group Inc shall not be responsane For any devlatlan frw `.ilk
tNs_dr-owing,-nn-f'dlur-0 to-6uRd-the-truss-In<onfarnance�ith-ANSI/iPl=1.-or-far=mamdliep.shbpb{> _ -
--
A sent on this drn.lnp or cover pig• Ostbg this drawing, bdicntes acceptaKe of professkrwl '�
-- _ re sole) for the design shorn The sultabtllty and vn of ties tlrn ryv� `/// 1
13389 Lakefronl Drive f For more Formation ce this Jobs general notes page and these web sites 'yff'��eseel
Earth City,M063045 ALPIND wevaloineltmeaml TPL wrr.toinst.oror SBCW rwYsbchdustry.orpl ICC-."Jccsafearg
Bracing Group Species and Grades -
Group AI
S Mr,uce-Pine-Flr Hen -Fir
#1 / #2 Standard #2 1 Stud
#3 1 Stud 1 1 #3 Standard
➢ou la5 Fir -Larch Southern Pinew.w
#3 #3
Stud Stud
Standard I Standard
Group Bi
Hen -Fir
pl & Btr
#1
Dou las Flr-Larch Southern Plne.w.
#1 #1
#2 #2
1x4 Braces shall be SRB (Stress -Rated Board).
wwFor lx4 So, Pine use only Industrial 55 or
industrial 45 Stress -Rated Boards. Group B
vaWes ma, be used with these rndes.
Liable truss Vetoll Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 pif over
continuous bearing (5 psf TC Dead Load).
Gable end supports toad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) nulls.
)K For (1) 'L' bracer space naps at 2' o.c.
In 18' end zones and 4' ox. between zones.
il()I(For (2) 'L' bracesi space malts at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 807 of web
member length,
11 Gable Vertical Plate Sizes
No Slice
Less than 4' 0'
2X3
Greater than 4' but
less than !L
Vertical Lennth
+ 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
X. SPACING 24,0'
Gable Stud Reinforcement Detall
ASC-E-_ 7_-_=101---160-mph-Wind Spee-d, _.3.0'_Me_an Height, Enclosed,_ Exposure C, Kzt = 1,00
Or+ 140 MPH Wind Speed, 30' Mean-Helght, Partially Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or- 120 moh Wind Speed, 30' Mean Helaht, Partially Enclosed, Exoosure D, Kzt = 1,00
S
2x4 Brace
Gable Vertical
pacing Species IGrade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace '
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace 19
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
f
#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
LJ
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
It, 1t'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
111 2'
Ill It,
13' 7'
14' 0'
O
I� P
Standard
3' 6'
4' 7'
4' It'
6' 2'
6' 7'
8' 4'
8' Il'
9' 8'
10' 4'
13' 1'
14' 0'
#1
3' 10'
1 6' 4'
6' 7'
1 7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12, 2'
13' 11'
14' 0'
J
S P
#2
3' 8'
6' V
6' 6'
1 7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
1 12' 0'
13, 9'
14' 0'
03
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13' B'
14' 0'
D F
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
t0' 10'
13, e'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
e' It,
9' 7'
12' 2'
13, 0'
U
#t / #2
4' 2'
7' 2'
7' 5'
8' 5'
a, 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
U
O
S P F
i_1 F
(I
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' B.
9' 1t,
10' 4'
13' V
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8'- 4'
8' 8'
9' 11'
10' 4'
13, 1'
13, 7'
14' 0'
14' 0'
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' t0'
12, 8'
14' 0'
14' 0'
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
52
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
OJ
D F L
Stud
4' V
5' 1t-
6' 4'
7' 11'
8' 5'
10, 0'
to, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4. 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
11' 0'
11' 9'
14' 0'
14' 0'
d
S P F
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 5'
7' 7'
e' I'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
LJ
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, IS'
31' 5'
14' 0'
14' 0'
14' 0'
14' 0'
X
d
O
�l F
Standard
4' 5'
6' 6'
6' I1'
B' 8•
9' 3'
10' IS'
111 5'
13' 7'
14' 0'
14' 0'
14' 0'
S P
#1
4' 101
8' 0'
a, 3'
9' 5'
9' 9'
11' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
r+
D F L
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
111 0'
It' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
il' 6'
14' 0'
14' 0'
14, 0'
14' 0'
Standard
4' 5'
6' t'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13' 7'
14, 0'
14' 0'
able Truss
1
Diagonal brace option,
-T
vertical length may be
I
doubled when diagonal
brace is used Connect
L.
diagonal brace for 690#
at each end. Max web
Br ce
total length Is 14'.
31E)IE
2x6 DF-L #2 or
better diagonal
T
Vertical length shown
bracei single
8,
In table above.
or double cut
45'
(as shown) at
L
1
upper end.
JAI
Connect diagonal at ' ' ' ' '
midpoint of vertical web. Refer to chart above for
Bracing Group Species and Grades -
Group AI
S ruse -Pine -Fir Hen -Fir
#1 / 02 Standard #2 1 Stud
#3 Stud 1 1 #3 lSt.mdard
Dou las Flr-Larch Southern Pinewxw
#3 #3
Stud Stud
Standard Standard
Group BI
Hem -Fir
#1 4 Btr
#1
Dou to Fir -larch Southern Pineser
at at
C2 #2
Ix4 Braces shall be SRB (Stress -Rated Board.
wieFor, Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values maybe used with these wades.
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' b' outlockers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with IOd (0.128'x3.0' min) nails,
)k For <I) 'L' brace- space malls at 2' o.c,
In 18' end zones and 4' cc. between zones.
)K) ar (2) 'L' braces, space nalls at 3' o.c.
In IS' end zones and 6' o.c, between zones.
'L' bracing must be a minimum of BOY of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No S llce
Less than 4' 11' 2X4
Greater than 4' 0', but 4%4
less than 12' 0'
* Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
wwVARNIN(dww REAR AND FOLLOW ALL NOTES did TWS BRAWDlGI �.�`` `j T''i,, REF ASCE7-10-GAB16030
•wp1pDRTANTww FURNISH TKS BRAVING TD ALL CUNnMTaF2S MMUDING THE INSTALLERS.
Trusses require trene care In FabricatiV, handling, shipping. instalting and bracing. Refer to and `tom.` �\�° ��SL� ' DATE 10/01/14
follow the latest edition of BCSI Uk Adng Component Safety Information, by TPI and SBCA) for safety `JA'l
proctkes prior to performing these functions. Installers shall provide temporary brodrg per BCSL
Unless noted otherwise, top chord shall hove property attached structural sheatHnp on button chord NO DRWG A16030ENC101014
shall hove a property attached rigltl c41ft. Locations sham For permanent lateral restraint of webs = Ji
Q FI �l� shall have MaWg Instased per above
sections the
J or RIe, 1% appticabla, Apply plates to each Face
it ItJI of truss and ocnlan s sho.n ahavv and on the Joint geta{s, uNess noted otherwse. R
�� Refer to droeings 16CA-Z for standard plate positions.
fTWCOMPANY Alpine, a division of ITW BuRdA17 Components Group Inc shall not be responsible for any d".-ton from ATE OF
AN this droning, any fdg-e to bold the truss h conformance with ANSI/TPI 1, or for hurdling, shipping, : -0 � MAX. TOT. LD. 60 PSF
Instaltatlen & bracing of trusses.
A seal on ads dravft Q cover page Ustin9 tNs drawing, Indicates acceptance of professional
-Qheerinp r�esp�onsCiUty so(ety fv tM daslon shoe-. The stAtability and use of this dmw/q
133B9 Lakefront Drive for any st is the respor�Illty of the Bukdrg Designer per ANSVTPI I Sect i tea• ` ag
Eedn City, M063045 Far non information seethis rvgieSBCal wrws6clndustryArgl ICp at.. page -d these rrwJ�cfvArg fff¢ath MAX. SPACING 24,0'
tm
ALPINE- rwe.alpineitw.cowl 71, wew
- 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,
0c
1116
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
Reinforcing
Member
Gable
Truss
Gable vertical length
greater than 48' 'L'
Dr 'T' brace required
Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates,
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web,
Example) 2X4
2X4 2X8
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) Nafts at 4' o,c, plus
(4) nails In the top and bottom chords.
Toenalled Nallss
10d Common (0.148'x3',mIn) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords,
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED1010141
A11530ENC101014, A12030ENC101014, A14030ENC10IM4, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030EN11101014, A20030PED101014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Or - M 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.
Web Length Increase w/ 'T' Brace
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 307 = 1.30
Q> 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable vertical Length
L30x8' 7'=1112'
'T' Relnf.
Mbr: Size
'T'
Increase
2x4
30
2x6
20
^
\V
f7shxdl
_..
Lul -
���FI
AN 111NCOMPANY
"Vuuiwaso READ AND H�L01i ALL NW= ON n= BRAVINM
_ ■■➢IUMANT" FURNISH THIS BRAVING Ta ALL CONTRACn= IMMUMM THE INSTALLERS,
Trusses regdre extreme care In fabricating, handling, shipping, hstalllng and bracing. Refer to and
follow the latest eddon of SCSI (Building Coryonrnt Safety Information, by TPI and SBCA) for snf.ty
pprnetices prior to performing these functions. Installers shell provide tempoorraorryy braMg per BCSL
UMesa noted otherwise, top chord shall have property attached structural sheatfiing and bottom chard
have n property attached rtpl! ceiling. Locations shorn for pertinent lnt¢r¢l restraint of robs
shall have bracing installed per SCSI sections B3, B7 or. Big, ns opptlenble Appl plates to each face
of-h'Sesayroi m-n ..1C.ize�tRezausal�ler.Fl ro#e -- - - - -
fiefer to sir¢■ SGOA-z for standard plate positions. -
Aiptne. ¢ dWlsbr. of ITV Holding Conponerits Grouupp Inc shill not be reapans@de for ony deviotlon from
this a•awing, arty fnlu•e to b��dd the truss h confornnnce ■tih ANSVTPI !, or for handwg, sh!pphg,
hstallatlon {brackg Of trUSaes,
A sql on this drnrlrg or Dover pape Wthp iHs airowirp, hdlentes nepptarme oP professiaral
enpt:y yy solely Oar the shorn Tin■ sdtobgty °nil use of this dra ww
for
' iY� T° r„
^+ q�.••� i$ :1' `•
^ e �,:-
^+ ua ¢s9t92 °seq
c
,s *
REF LET -IN VERT
DATE 10/01/14
_ - :F; "-81si�
Z ,a w�
yF on .�'p
,�aKi2.3A�L�i�asa`�
�.x c
WOlSASBR5883Nl�J3tSa1....
`"'"'"'""'""
-
MAX. TOT. LD. 60 PSF
DUR. FAC. ANY
133&9lskeGonlOrive
Est city.M063Ms
any struct,re�tlfe resParu6lity of the hld4q Desigrrr Per' ANSI'/IPI I S ea
Far more awornntton sae this J¢b•s periernl rotes gag® arrcl these ■w sites.
ALPINEi ■rrn Wt■.comH TPH ■■■.tptnstargl SBCN ■■■sbchdustryarpl Ica ■r■Sccsafeorp
.�. ^:., µ........,...-
«^
MAX. SPACING, 24.0'
4
Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity,
-- X Hip Fr -arse
Details -
B
---;Hip--Fr
Common
Trusses
n ccl< ---#1 Hip
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,
Hip frame lumber Is SPF, So, Pine, HF,
or DFL Standard, Stud grade, or better,
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip _
purlins must be intact and properly attached, 4SetbackSystem Trusses
Use this detall fors Hip Frame - provided by truss manufacturer.
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hi framesystem where indicated, Flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or p y
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber,
Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structur anels must be properly attached directly
To hin,lrp��LK,F« wrlins,
— - -
- xxVARNUNGW AM AFOLLDv ALL NQIES IN THIS DRAVBNIB
-IMPORTANT FOWON TWS DRAVM TO ALL CONTRACTORS MMUDM THE INSTALLERS.
.` e�' //��
L,tY • l
S�
REF HIP FRAME
DATE 10/01/14
Trusses require extreme core In fabricating, handling, %Wpphp, InstatUng and troche. Refer to and
$ttFAi
� �.� tn�
Y
'Otto, the "test emtion of BCSI 0"Ong Component Safety Tnforr�atbn, by TP[ o,ttf fw safety
praetkes prior to perforning these functions. Installers shall provide tenpa,ary Wud,g per BCSI.
Unless noted otrorwise, top chord shag have property oU.6'ed strucAmal shenthtrng and bottom chard
Z n1
_ No
_ *•
=
DRWG HIPFR1801014
r
shall Mva a property attached r?W calling. Locatlors shorn for pernanant "teral rost-Int of cabs.
J or BIG, as applicable. no Apply plates to .mein Face
ale have bracing InstnUwd per B SI eandoan the
of truss and ppoositbn as shorn above and to the .blot Details, unless noted o rwL,e.
Refer to drawlnps t60A-2 for standard
S'i A/fE OF
= .fl
ilri TRV ODMPANY
p"te pasltbna.
Atolne, 0 dlvWon of ITV Building Canponents GrO p Ina shall not be responsible for ony deviation fro,
tNs draw"g, any fnDure to b,Ad the truss In conformance with ANSVTPI L or for handUng, shipping,
O O
ae
Lnstnll..t n L braWg of <rvsses.
A seat on tNs drawlfg or cover page Usti g tNs drawing, Ywscat— acceptance Of professional
de s 11; end use of the drawtrg
9
�y
13389 Lakefront Drive
engineerl solel fa• the ahom 1
for any + D AdhgplDedprnar' I S czeb
K�'1y,{(p1p�ry
fbs/ee`vNAL
Eadh City, M063845
notes pee MI/TPI
F� or <<y tes,
ALPINC, woalp4leltr.caml TPL ww►,tph,stor9R SBCA, wvw.ebclndustryorgl IPA wvwlccsafe.org
/IIIIAl411P1t1
--__
Valley Detail - ASCE-7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, ➢F-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
9K)KAttach each valley to every supporting truss with,
(2) 16d box (0,135' x 3,5') nails toe -palled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown,
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
12
12 Max,
2X4 X4
�--- 8-0-0 max --�
4X4
12
12 Max, I-
1X3
1X3 (Max
5X4/SPL Ll
20-0-0 <++)
Supporting trusses at 24' o.c, maximum spacing.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0,128' x 3.0') nails at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014,
Top chord of truss beneath valley set must be braced with)
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
Axx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
1 Le-n-aked
•s
2X4
� SQ
Square Cut
Bottom Chord
Va
2X4 4X4
Stubbed Valley Optional Hip
End Detail Joint Detail
"No" 1111111j "
suVAta Maw RM " FOLLOV ALL KITES ON Ties 11RAVOrd
-WORTAK" FURtM TMS BRAVM m ALL FBITRACTOIRS MMIXOO10 THE BSTALUMS.
\,> `� l L3 .i+
` V A '
TC LL 30
30
40PSF
REF VALLEY DETAIL
Trusses regrlre extrene were M fobrkatirq, handling, shk+pkg, instalUng and bracing. Refer to and
>> �� f r
C DL 20
15
7 PSF
DATE 10/Ol/2014
follow the latest edition of BCSI Minding Canponont Safety Infornatlan, by TPI ad SBCA) for safety
pr ctkes prior W perforedng these Fu tlons. Inatall"s shall provide temporary brackg per BCSL
Unless nootherwise, top chord shall have properly attached structwal sheaWng and bottom chortl
`� \fi,h,A1 �° ,
�.` d'
�, y`r.
B'£ DL 10
10
10 PSF
DRWG VAL160101014
shall have a properly a!lntl+etl rigid ceNngp Locations sMen for pernanent lateral rostrelnt of webs
RIO, A{p(y to each face
j
Ff'��
d II I1--11� Ili+
ICI
shall Nava bracing Installetl per SCSI aectionc B3, B7 or as nppUcablo. plates
of truss and Posklan as cheap above and an the Joint Bvtnlia, ,pleas noted otheMsa.
i
y
= /
B LL 0
-
0
0 PSF
r•=� 111��'
11 lJ
AN ITWOOMPAW
Refer to drawings I6OA-Z for standard plate positions.
Alpine, a mvlsbn f ITV BWtdkp Conpomnts Inc. shau rwt be responsible for an deviatlan from
o
FaN,re truss b ANSI/TPI 1, for ImncaUnp,
-
-ATP
TOT. LD, 60
57PSF
- --
55
this drat Ing, any to sWild"s the conformnncs rich or s)Jpping,
MataUotion t. brocM�pF ti'Y1fisH - - --- -
- - -
rn
-
- -
- -
- - — - —
--- -- -
- - - ssVw'=cm'ar--Pa0w-U34a3 tiiTc a p,- acawPtornce av prof•ssknnl
Far the design The-tabOty oM us• of ttds drewwng
� -5^
' t��' • �� (� r(��✓
UR.FAC,i•25/1.33
1.15
115
entlih— p sdely shown
for aly siwcC. B rospandbRlty oP fha BuPring Oesigrgr Per MSI/iP[ 1 Sec-
.�
i >
SPACING 24.0'
13389 Lakefront Drive
Earth City. MO 63046
,job's general notes a and these web sites+
For pare Ielt—bn sea Ap peg
ALPINE. evwulpineltwcaml TPL rwctpb'istarg, SBCN erw stry,orgr iCp rws,kcsoFeorg
i � � 'k ,�
,j �4(+, t�C
�
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, .Exposure C, Kzt=1,00
160 main Wind, 30.00-ft=Mean-Hgt ASCE.-7_-10,-_Enclosed Bldg. located anywhere In roof, Exp C, Wind ➢L= 5.0 psf (min), Kzt=1.0.
Or 14 mph wind, 30.00-ft-Mean-Hgt-ASCE--7-10,-Enclosed Bldg, located anywhere In roof, Exp D, wind-DL=-5.0=psf _(ain),-Kzt=1,0; - - -- ----
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall
provide diagonal bracing or any other, suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads,
NX Refer to Engineer's seated truss design drawing for p1goyback and base truss specifications.
Detail A 1 Purlin Spacing = 24' o.c, or less
Piggyback cap truss slant nailed to all top chard
12 put -tin bracing with (2) 16d box nails (0.135'x3,5')
and secure top de
Up to 12 (1 side only at chord with
each end) attachedWith scab
2 rows of IOd box nails (0.128'x3') at 4' o.c.
4' 2' Attach purtin using (2) 16d box cng to the Flat top chord
malts .(035 x3.5 ).
O.C. max
I —Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between.
Detail B ' Purlin Spacing > 24' o.c,
Piggyback cap truss slant. nailed to all top chord purlln
bracing with (2) 16d box malls (0.135'x3,5') and secure top
chord with 2x4 k9 grade scab (1 side only at each end)
attached with 2 rows of 10d box malls (0,128'x3') at 4' o.c,
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box naps (0,135'x3,5').
Up to 12 V I I
I I I // I I -- o,c, max
uit Top Chord Scab (Typical Each End> Chord Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o.c.
Notei If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be installed at 24' o.c. max, and use Detail A,a}JJiif)JJJj
WARiONGhw REAR AND FOLLOW ALL NMS ON T)OS DRAWM ,.�\ `�eL
' A wfs,
w-WMTiv(Iww FMaSH T= DRAWING TD ALL WfIRACTORS MMUDDW TW INSTALLERS 1/?7�
Trusses regWre extreme care n fabricating, handling, sNppin8, nstaWno and bracing. Refer to and
follow the Infest edition of BCSI (BuBdng component Safety Infornatian, by TPI and SMA) for safety g ��GC IS �1
ppraroctices zw to perferning these functlons. Installers shalt provide temporaryy braMg per BCSI.
Unlees noted otherwise, top chord shall have property ttoched structural sheathng and bottom ni—d S
shall have a properly attached MOM ceNng. I..ocotlore shorn Far pernoneM intern( restrant of webs
Q shall have bracing ionInstalled Per BCSI sections the
Joint or Bea as-Aessbno Apply Water to 6aU fnee +
of truss aM ipnogs 1 n as shorn abovemdw and on the is.Detnle, uMrse noted otherwise.
Refer to drawings 160A-2 for standartl plate positions.
Atpne, a division of ITV Malin Conponents Group Inc. shad not be viom responsible for any tlentlon fr
AN mccimpAw tNs drawing, any faUure to build the truss in conformance with ANSI/TP1 1, or for ha ng, shlPWng, # q Arop
Installation IL bradng of trusses. y
A seal on this drawing or cover page UstFq tits drawng, hog-tes acceptance of professional o
enBineert+0 responsDdUty sdely for the design shorn 1M sultabWty and use of this drawingg'
for any struc4re K te+e rrspor�llty of the Budding Deslgxr• per ANSVipI 1 Sec.&
13389 Lakehont Drive�P ld-
For am EarlhCity, M063045 ALPINE- ww—lpYroit .caatioTPDa-tpbutwai SSCM www.shcbidustrnyara! IMMrrw,eccofaerg
11
The top chord R3 grade 2x4 scab may be replaced
with either of the foltowingi (1) 3X8 Trulow
plate attached with (8) 0.120'xl.375' naps, (4)
Into cap TC 6 (4) Into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1.375' malls. Note+ Nalling thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods(
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger, chord
members. Attach to each face @ 8' o,c. with (4)
0,120'xl.375' malts Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'x8'x7/16' (min) APA rated sheathing gussets
(each face). Attach a 8' o.c, with (8) bd common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord, Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF I112, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) IOd box malls (0.128'x3')
Per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave pigggyback plate to each face
@ 8' o,c, AttachEeeth to piggyback at time of
fnbricatlon, Attach to supporting truss with
(4) 0.12014.375' nails per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Rein -Forcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes:
This detall 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
2-2x4CO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x60K)
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,
010 Center scab on wide face of web. Apply (1) scab to each
face of web,
T-Reinforcement
Or T-Reinf. \
L-Reinforcement: or \\`
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 807 of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web,
No more than (1) scab per face.
Attach with 10d (0.128'x3,0',m1n) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length,
Scab
V1
T-Reinf, L-Reinf,
to
d
��O
MWMTMT `+vim eADAM n AWW Tu FOLLOW&L COCOHIMRn'U[IN TIM M= uMMLMM T`�M msru>LM
huscrs requW ..tram. care In Pobricating, handUng, tWppinp. InstnlBng and brncNg. Rafe, to nM
fall.. the mtest edition of BCSI (Butting Component Safety Ltfornntbn, by TPI and SBCA) for safety
prncttcec prbr to performing these Functions. Installers shall provide temporary bracbg per BCSL
Unless noted otl+errise, top chord shatt have property attached structural sheathing and bottom chord
hall have a properly attached rlppW celtVp. Locations shorn for permanent lateral restrdlnt of webs
J or H10, as npolcnble. Apply plates to each Pace
chop have and
of truss and position as shown abowa sections
on She .7 o Details, ecs nosed oy pta a
posi installed per BCSI card on the
Refer to drawings 160A-Z for standard plate posillons
.o, j►lj i,,�
`aaa�,G�rYS�i�A
_
A
i4
TC LL PSF
TC DL PSF
C DL PSF
$C LL PSF
-
REF CLR Subst.
DATE 10/01/14
DRWG BRCLBSUB1014
MPANY
_ _-- AN RW,CO_
13389 Lakelront Drive
Faith Ciry.M063049
Alpine, o dlvWon o/ I71/ BWlding Con anents Puou Inc.3hatl hot_be_rss—islble-fnr_an
c+,e�,4,. - - - -=ih_=-P.r�+ss==�i--c-o�irPo�riance�tth-RNSYJTPC-for or noc np, p
Instafmtlon a brntlng f truss¢:.
A sent on this tl-awing ar cover page ::stag this drnrMg, 6Wcatas occeptance oP professlanol1l��
enok�eerY� respon58�0.ity solely Fx the design shown The sWtability amW use of this drowhg
for an sy �Ymcture Is the respa�dlty of the 8u0.dng D.Wgrcer per ANSI/TPI 1 See2
ALPINE ws—tainelt—omroTPI see
n alristorai SBCCA, wwnshcindustrvo othew
ICO w-Jacsofeara
�.S
TU OF
�°�,�'7 y�
wY i� '(� s, as
��� t� and W ���'✓.a
�S�f.V�$aa
DUR. FAC.
SPACING
Cracked or Broken
This drawing specifies repairs for a truss with broken chord
or web member.
This design is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(U = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
sppecles as damaged member, Apply one scab per face.
Minimum side member length(s) = (2)(U + (B)
Scab member length (S) must be within the broken panel.
Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices,
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in toads.
s `
L L
Typical ~
+ 0 + 0 + 0 + 0
0 + 0 + o + 0 +
—1 2' 1—
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nailsl
0 = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Member
Repair Detail
Load -Duration = 0% —
Member forces may be Increased for
Maximum Member Axial Force
Member
Size
L
SPF-C I
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
R
_4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
R
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Ninlnun
L Distance
Nail Spacing Detail WL, L
KWARNBUIRS READ AM fuLUV ALL NOTES ON TM DM'+D+e h REF MEMBER REPAIR
wwDWMTANTho TI MSH THIS DRAVIMG ALL TO CMNTRACTURS INCLUDING TK INSTALLERS. ti VEIY ✓�
Trusses requw extreme core E. fnbrkatbhg, handling, shlpping, InstalU and bracing. Refer to and
follow the latewt edtlT of BCST tBuarPng Conponont safety InformtIon by TPI and S!CA1 far safety � �' DATE 10/Ol/14
pprractices prbr to performing these fhmctions. Installers shall provide tenpornry bradng per BC SL
lbhtess noted otherwse, top Chord shall have property attoched structural sheatNng and bottom chorda' DRWG REPCHRD1014
wr shall imve a properly attached = ceilbhg. Locatlons shorn for permanent lateral restraint of webs
small have bracing Installed per BCSI sactlons B3, DI or Bta, as a ica6la. Apply plates to each face Yi A
Q tI�JJ� of truss and pasltlon as whom above antl on the Ja t Details, unless noted otherwise.
�u— Refer to drawahps 16OA-T for stondord plate posltlons. `fAiE OF
Atpbhe, a dlv[slon of ITV Bhdlding Components Grata Inc shall not be responslhle for any cl-Mlcn from �I . e
AN RW COMPANY tins dvwlrp any fa we to build the truss In conformahce with ANSI/TPI L Z1 far hnndMg, skip pb g, ' 'rff
hstultatlon L br dng of trusses. ��i V
A Goal on this dradng or cover page listing this drarhg, bus—tws acceptance of p"fessl*nal
eng neerb g re par smuts saiwiy for the design whom The I debility oM use of th s drew ng G�i
for any structure Ls the resporhsmWty of the Building Besloner per ANSLTPI 1 Sec2 ,ff
EarthCry8M0163➢a5 ALPINE -dolt cecoomi TP w-ttobhstborpi sB A, ncncbauiand .oreleICO—cto tcofeor9 ALt tpt`,` SPACING 24.0' MAX
----
Drive
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH T(1 TRIM
1ILLER
EXISTING FILLER 1
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS.
- LOCATE VERTICALS AT 4'-0' ❑.C, MAX., OR SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ❑RIGINAL 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 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
InTrn ON THIS SHEET
T USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
S LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-O').
SE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
N❑TEl FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2,5') 2 3' O,C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
<6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
WARNU40- READ AND FOLLOW ALL NOTES ON TM MAWINW `,.�- `�t- lWlij /3 A • �,,
-DPWANTo SOMS11 nO DRAWM TO ALL akn=iuts BICLU➢m THE OiTT&u3m . V rp� • l6r/A �,.
Trusses require eztrene core In fabrlcaung, handOnp, shlpptrlg, Instal0np and bracing. Refer !o and `� ty, \ CIV
fallow the latest emilon of BCSI (Bialdrq Component Safety lnfornatlon, by TP[ and SBCN for sofety ` V
pprraactices prior to perforning these functlons. tnstatlers shall provide temporary bratsg per BCSL Z_ 1
UNass noted otherwise, top chor l shall have property attached stwctuwl shantWng and batton chord
N -
shall hove a Properly attached rlippId CeNn& Locations shorn Far pernonmt lateral restraint of webs
shag have and
position
ion as s per above
and on the
J or BID, as applicable. Apply plates to each face A
[] of truss aM podtlon as shorn above mtl on the 7 or Beta as untese Le. A other t e yC
Refer to drawings 16OA-Z for standard plate positions. a ,+
Alolne, a dWsion of M Buldim Conoonmts Groin lnc shaft not ---
installation 6 broWg of trusses.
A seal on !Ns arowwg or cover Pope ustbg this drnehg, IraYcotes ecceptnnce of Professkrgl :
Yg respansb�ty sdNy far the design semen The astabUty and use of this dve6ip : C6, d R 1
13369 Lakefront Orive fare siwcture Is tM responsWKy of tNw Bu0.®nIi Ooslgner per ANSLiPl I SOC2 c1p
Earth City, M063045 For more informatlon see this Job's general notes page and these eeb site:i ALPIKI wweatolnelte.con, TPB—toinstoroi SBCAI www.sbc&WWtrv.orai ICO eeeJccsafc ore 2'i4e,. M
REF BC FILLER
DATE 10/01/14
DRWG REPBCFILIC14
- -----SCAB 2 X 4
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D,
30,00 f t mean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1,00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128°x3.0°, min)
nails at 80 o.c, plus clusters of four nails where shown In figure below 00,
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections.
..WMTANT.� vua" uM TI WAv"'M M ALL COKTRRACTTM MMU WAVING TTK INSTA.LrRs
Refer to
�� �G�' •� J% •,�'��
J ti
DENS F
TOTAL T❑P CH❑RD
LOAD NOT TO
REF 2X4 SCAB O.H.
Trusses require rtrene care In fabrlcoting, handling, shipPl+g, into( no and brochg� and
Fotta. tha Iatest. edMon of SCSI ®,tlding Component Safety Infornotbn, by TPI and W for safety
to these functloft Installers snail provide tenpa+ar bradnp per I SL
'gQ° �,� s
EXCEED 40 PSF
DATE 10/01/14
DRWG ❑HSCB2X41014
proeticas n perforning .
unless noted atIw ., tnp slaw shn8 hnra properly attached struchrol .hea leng and bolt'" dHer d
_ r!o
DEAD PLUS LIVE)
d fi
shall Have a properly ottnehed rlQid cel4,g. Wcotbre sna.n Por pernonent tnterot restroint of robs
J or Beta as dp;Aunlesnble. PppIY Pietas to each face
of truss abr ppoplins as shorn above and on the Right tetnls, urdese noted othe late
sections on the
Installedss per above
stall have and position
_
Refer to drnrings 16DA-2 for standard piste positrons.
S ATE OF
AN 1fWCOMPANY
Alpha, o dvlsion of ITV BulArp Components Grot,g� Inc shall not be responsible for any deviation iron
SNs draoing any Fature to btlld the truss In confornonce rtth ARSVTPI 1, ar fw hnndWg, sNpp4g,
hstallatbn 6 broclnp of trusses
AQ`
i .Q `V ,�
9 r ��
4
DUR. FAC, 1,15/1125
A sed on tfds dro.6q or rover DDt>< OstbV 1Ms dro.hp, tMtcatas acceptance of proFessional
ra yy solNy far ttv design da.n The e,atnwgq and .ee aF tws dra.lrq
PoA sirucMwe tla the BaAandnB Beslpner per ANSVTI'I f S@Ec.
< ® R ���
�, +. °
�3
¢�i �\\\
1338g lakefront Drive
ahy rnsporr#Oity of
ttds notes and these reb sitesPnf
� A
QN9��'
Eanh City.
tY
For mre InPornatlon see ,Job's Oenerol poga
ALPINE, —talnaltr.eom TPI..rr.tohst.orai SBCA, .rrsbcMustry.org, I D w—k—fe.org
\\\
f90i,........-... tt\ _
SPACING L4e
—
Oi 12 (2) 16d TOE NAILS
1 VARIES OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS
TYPICAL END JACK (EJ)
N.T.S.
t2 1 NAILS
vARIEs � Seee Connection Detail
i
i
? ` OPTIONAL WEB CONFIGURATION
3X4
} (4) 16d NAILS
See Connection Detail
o-
JE
o
d Jack (Ed)
a.
+eled Jack (BJ) ` _
m u,
(BJ)
c
m a. CONNECTION DETAIL
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
2x4 SYP Nailer 16" Long
Goc�l B'—o" ru+x. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
12
B
VARIES 12 {4) 16d NAILS Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
TYPICAL CORNER JACK (CJ)
N.T.S.
N.T.S.
i
f
i
TYPICAL CORNER,' SET INSTALLATION
TYPICAL LADING (P.S.F.) EN
ME: SHINGLES: SF'•• i
TOP LIVE LOAD: i 20 zo No MANUEL MARTINEZ, P.E.
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10 `
Tornl 1 4s 37 m FLORIDA REGISTERED ENGINEER
STRESSyINC. 1.25 1.25 0� �o"�r LICENSE # PE 47182
WIND DESIGN: �+M X. 160 MPH PER o� ", bTATE OF
ASCE 7-10 . 24" O.C. ®Q
- - ---- -----
--rWARN-- Reams& Fallow a notes on this drawing. �s� S "°•.,• R
Furnish this drawing to all Contractors including the installers. ✓aS�Q °•L ���`�