HomeMy WebLinkAboutTRUSS PAPERWORK - RANEYi
Ad OD, 2
RANEY COMPONENTS
L1n1 y 19900 Independence Blvd.
Groveland, FI 34736
OmponentS, LLC one: (352)429-9429 " (352)429-0304 " Fax: (352)429-7429
i
Job Information. Address:
Customer Name: Creekside Lot 24
DR Horton 8601 Cobblestone Dr
Description: City, State, Zip:
4EBB 1828-Cali "C" Fort Pierce, FL
Cover Sheet
Order #
JOB # 36CS00024
Printed: Fri, Sep 7 2018
FOR Name and License Number:
SCANNED
BY
Rool Loads:
1-7oor Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
TC Live: TC Dead: BC Live:
BC Dead:
20
7
0
F10
0
0
0
0
Bldg. Code:
Wind Std:
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
FBC 2017 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M
D
Pages or; sheets covered by this seal from: 1 thru
24 Total 24
"tmcnt
my
# DESCRIPTION SEONO #
DESCRIPTION SEONO
#
DESCRIPTION SEONO
#
DESCRIPTION SEONO
1 Al 2
AtA
3
A2
4
A4
5 A6 6
AS
7
A10
8
Al2
9 A14G 10
A3
it
AS
12
A7
13 A9 14
All
15
A13
16
A15
17 A16 18
B1GE
19
Cl GE
20
EJ7
21 13J5 22
BJ3
23
EIJ1
24
CH RECEIVED
OCT 2 6 2018
Permitting Department
St. Lucie County
41rl3ti Digitally signed by Manuel Martinez
ON: c=US, o=M AND E ASSOCIATES
®v PA ou=M AND E ASSOCIATES PA.,
artinez, P.E FI Lit. M4718 Can —Manuel Martinez,
0.9234119200300.100.1.1=A01096
% No ,1 "* 1.""-90000013,04798E2190000A517
•� . " Date- 2018.09.10 07:56:57-04'00'
STATE OF
,.SERIAL#
40 0165 OF 1B6E 1E 10 89 9A 911F BD 89 SS F7
%This draping has been elecuonka8y,sipned and seated by
Manuel Martinez; P.E.:IFL Lk., . 947182) an the date shown
,above usiega SHA-1aotheraim6ncode.
Psimed"copies„d.'thiq powment; aie i6rconsideted-signed
land seated and, the SHA-i authentltation"tode must•be
%verdieA on`any ele&on copies. • -
Page 1 of 1
0024 Ply:
4EBB 1828-Calli CC"O/DR Horton /4EBB 1828-Cali "C" I Wqt 111 Ibs ISFROM:AH
252 / T10 / COMNI DRW:
Truss Label: Al / ... 09/07/2018
L r• "9 T'0 I 1"0" 2539 I 3S7 3374 36464� 457 9 69"i
116(4 m4X6 =3X4 =3X8 =3X4 =4X6 IIi2)(4
SEAT PLATE REQ.
39'8"
SEAT PLATE
6'2"13 + 5'9"3 + 2'0"1�6?11 5'9"1 + 2'0"1�a 5'9'3 ` 6'2"13 1�
6'2"13 12' 14'0"1 19'10" 25T1 27'6 33' 3333'5"3 39'8'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1-
Botchord,2x4 SP #1
Webs 2x4 SP'#3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc. "
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / R.
/ W
Pf. NA Ce: NA
VERT(LL): 0.187 O 999 240
B 1654 1709 / 961 / - 145
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.479 O 999 180
J 1654 1709 1961 /- / - I
18.0
Snow Duration: NA
HORZ(LL): 0.078 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.140 L - -
B Min Brg Width Req = 2.0
Code / Misc Criteria
Creep Factor. 2.0
J Min Brg Width Req = 2.0
Bearings B & J are a rigid surfaces
Bldg Code: FBC 2017 RES
Max TC CSI: 0.666
TPI Std: 2014
Max BC CSI: 0.600
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.593FT/R
20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces P r Ply (Ibs)
Plate
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 17-02.02.1208.15
A - B 27 0 F - G
1114 -1906
B - C 1492 -3056 G - H
1255 -2428
C - D 1227 -2466 H - 1
1228 -2467
D - E 1254 - 2427 I - J
1493 - 3057
E-F 1114 -1906 J-K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R 2673 -1193 O - N 2105 - 826
R - Q 2670 -1193 N - M 2671 -1195
Q - P 2570 -1193 M - L 2671 -1195
P - O 2104 - 801 L - J 2674 -1194
J-- » �A
C 041182 1.R-C
1
«•
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
276 -5 O-G 494 -777
C - P 418 - 596 G - N 464 -164
P - E 464 -164 N - 1 418 - 597
STATEg
tt.ba'
E - O
F - O
494 -776
1385 -751
I - L
276
-6
40 016S OF 10 6E4E 10 89 9A 911F OD 89 55 F7
'This, drawing has been.election rapq;signed and sealed by
Manuel Mastiner P.Egfl. tic 547182) on the date sdosln
-abamusing a SHA-lauthemicatidn ode.
Punted'copies,'of,this.dpwiaesgtafe nmtconsldered, signed
and sealed and - the SHA•Tautlkeittitaiidn.'code must'be
,vetilie0 oa any ele "'ic copies.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
SCSI. Unless noted dtherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a propperly
aaid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. Aooty olates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
a division of
TPI 1; odor h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability,
websdes:
Job Number: 36CS00024 Ply: 1 SEQN. 668255 / T13 / COMN I
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A1A Wgt: 260.4 Ibs .. / _.. 09/07/2018
r9
o
T
N
_L
t_ 6'4"9 +7'10"t9 14'4"7 + 19'10" + 22'6"4 26'8" 31'9"7 33'3"T 398"
r 6'4"9 1'6" 6'5"15 5'5"9 2'8"4 4'1"12 5'1"7 1'6"
F=6X12
1112X4 =4M m3X4 sa X8 6X4 IM2X4 =ZO
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'2"13 5'9 3 2'0"1 5'9"1 2'10" 4' 6'5°15 6'6"1 1'
f• 6'2"13 12' 14'0"1 19'10" 22'8' 26'8" 33'1'15
Loading Criteria (psQ
Wind Criteria
TCLL: 20100
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 1000
Risk Category: 11
Des Ld: 37'00
C
NCBCLL: 10I00
MeaEXPn
Mean Height: 15.00 ft
TCDL: 4.2
Soffit: 2.00
psf
BCDL: 5.0 psf
Load Duratio1 : 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 it
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 lx4 "T" reinforcement. 80% length of
web member! Same species & SRB grade or better,
attached with8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE, HS
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in foe Udell U#
LOG R I U / Rw / Rh / RL
/ W
VERT(LL): 0.244 G 999 240
B 1561 / 708 1960 / - / 445
18.0
VERT(TL): 0.669 G 999 180
K 1561 / 708 / 959 (- /-
18.0
HORZ(LL): 0.128 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.240 M - -
B Min Brg Width Req = 1.8
Creep Factor. 2.0
K Min Brg Width Req = 1.8
Max TC CSI: 0.613
Bearings B & K are a rigid surface.
Max BC CSI: 0.599
Bearings B & K require a seat plate.
Max Web CSI: 0.980
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
1424 -2568
B - C 1489 -2859 H - I
1743 -3379
C - D 1225 -2257 I - J
1722 -3418
D - E 1252 -2218 J - K
1477 -2841
E-F 1112 -1740 K-L
27 0
F - G 1509 - 2514
400165 OF IB 6E SE 1089 9A 911F 8D 89 SS F7
Ibis drawing -has been tlectionitcally signed and sealed by
Manuel Martinez, PM41. tic. L47182) on the date sbovn
,above using a SW"otheatication code.
'Primed'copies„of ithis,Aotuomt a e not considered signed
I nd seated ami�the SHA3 authentication tode,roust be
vetilied on'any elemou copies.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-U 2497 -1190 R-Q 20 -9
U - T 2494 -1190 P - N 2985 -1303
T - S 2494 -1190 O - M 36 -15
S - R 1920 - 800 M - K 2477 -1179
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
U- C
276 - 5
P- G
195 -122
C - S
416 - 608
P - H
601 -1075
S - E
463 -160
H - N
807 - 357
E-R
494 -720
N-O
114 -4
F-R
42 -515
N-M
2557 -1218
F - P
2273 -1098
N - J
527 -162
R - P
1879 - 657
M - J
390 - 685
P-Q
27 0
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen[ Safety Information, byy TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy
per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or BB1D,
icabie. ; Appty plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
)s 160A-Z for standard plate positions.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIrI PI 1, or for handiia shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
ie of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 36CS00024 Ply: 1 SEQN' 668250 / T9 / HIPS
4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH JDRW:
Truss Label: A2 Wgt: 246.4 Ibs .. / ... 09/07/2018
i 6'4"8 7'10"S 12'4"7 19' 20'8" 27'3"9 31'10" 33'3" 39'8"
4'S"14 -f+ 67"9 -f- 1,a-I- 6,7"9 -� 4,6"7 f 1,5" 6,4"6 —T
�5XB=5X8
F G
®2X4 �3X4 =3X6 �&S✓ iX4 se X6 m3X4 m2X4
SEAT PLATE REQ.
39'8"
SEAT PLATE REQ.
1' 6'2"12 5'10B 1'11" 5'1"12 1'6°q 5' 1'11'j 5'10°3
6'2°12 + 541, + 1- 19'1"12 +208 25'8' F277" 3aE
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
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.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE
Defi/CSl Criteria
PP Deflection in loc Udell LI#
VERT(LL): 0.156 P 999 240
VERT(TL): 0.428 P 999 180
HORZ(LL): 0.068 M - -
HORZ(TL): 0.126 M - -
Creep Factor. 2.0
Max TC CSI: 0.444
Max BC CSI: 0.536
Max Web CSI: 0.665
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 1710 / 964 / - / 428 18.0
K 1561 1710 /964 /- /- /8.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B
27 0
G-H
1149 -1820
B - C
1500 - 2823
H -1
1352 - 2348
C - D
1333 -2384
I - J
1333 -2385
D - E
1351 -2345 '
J - K
1500 -2823
E-F
1145 -1814
K-L
27 0
F-G
1101 -1552
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - T
2458 -1193
P - O
2059 - 951
T - S
2456 -1193
O - N
2059 - 951
y{tit8l�D#
S - R
2058 - 921
N - M
2455 -1203
it
R - Q
2058 - 921
M - K
2458 -1203
�.?.... .. 6,
Q - P
1547 - 603
C 04718,2,'k.
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T-C
216 6
G-P
537 -311
STATE'
C-S
309 -440
P-H
474 -697
S - E
E - Q
426 -151
472 - 694
H - N
N - J
427 -153
308 -438
J-M
216
AL
F_G
Q
317 _29
-8
40 0165OF IB 6E SE 10 89 9A 91IF BD 89 SS F7
%this=drawing has been dettsOniraliy:siT d'and'sealed;bp
Masud Martinez, M%jeL', tic. F47]g2Jbathe dateshowa
,aboveusing a 6H44a lbemkatidn.ode.
Pnnted "coDies;;ot tbis;Aowmem are uon;coniidered signed
rand sealed aar the SRA•i authemicativa'fode_rnust.be
vetirio 9n,aoy electrum[ copies.
"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI anr7 SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a properly
ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
tla. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
Of
,i PI i, or Tor n
acceptance
any structure
ral notes page am
its drawing,any failure to build the
on this drawing or cover Dane
Le design shown. The suttability
Job Numbery 36CS00024 Ply: 1 SEQN: 668248 / T8 / HIPS
4EBB 1828-6ali "C" /DR Horton /4EBB 1828-Cali "C Qty: 1 FROM: AH DRW.
Truss Label: A4 Wgt: 238.0 Ibs / ... 09/0712018
64"9 T10"S 12'4"8 1T 228° '2T3"8 31'9"7 33'3"7 39'8"
8.4"9 +i6 y6"15 4'7"8 5.8 47"8 4'S"15 �1'6•} 8,4"9
@6X6
Ul2X4 m3X4 tm3X6 m3X8 m3X4 �3X6 =3X4 1112X4
SEAT PLATE REQ.
39'8"
SEAT PLATE REQ.
1' 6'2'13 5'10"3 1111" 56"4 3' 5'10"3 6713 T
6'2"13 12'1" 14' 31 12 8" 8" 1 11 33'5'3 39'8°
1� T1'12'{ 2
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.60
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.b0
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.6. "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
a division of
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): 0.156 P 999 240
Lu: NA Cs: NA
VERT(TL): 0.425 P 999 180
Snow Duration: NA
HORZ(LL): 0.067 M - -
HORZ(TL): 0.125 M - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.379
TPI Std: 2014
Max BC CSI: 0.453
Rep Factors Used: Yes
Max Web CSI: 0.685
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.16
SERIAL'#
400165OF 1RISE SE 10899A 911F RD 89 SS F7
%7hisdnuving� has been Menronica0y;signed and sealed by
Maud !Martinet,' P.E. (rL: itc. 547102) on the date s"n
above using a SH9•1 authentication rude.
Printed copies ;'of this doctimem..ate nut considered sighed
and sealed and'thi ISHA4 aulbi ntltation'code must:b
6ethieM ga'any eletfrouic copies. '
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 / 712 1965 / - / 387 18.0
K 1561 /712 /965 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1269 -1955
B - C
1550 - 2830
H - 1
1397 - 2334
C - D
1378 - 2373
I - J
1378 - 2373
D - E
1397 - 2334
J -K
15M - 2830
E- F
1263 -1946
K- L
27 0
F - G
1203 -1695
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2465 -1239
P - O
2043 -1000
T - S
2463 -1239
O - N
2043 -1000
S - R
2043 - 970
N - M
2463 -1267
R - Q
2043 - 970
M - K
2465 -1267
Q - P
1693 - 751
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
T - C
230 -6
G - P
564
-328
C - S
324 -466
P - H
412
- 580
S - E
383 -160
H - N
382
-161
E - Q
412 - 580
N - J
324
- 466
F - Q
561 - 334
J - M
230
- 8
Q - G
231 -227
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
1, by TPI anc7SBCA) tOr safety practices prior to performing these functions. Installers shall provide temporary
d o herwise,top chord shall have properly attached structural sheathinc] and bottom chord shall have a propper y
1s shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, 67 or 610,
each face. of truss and position as shown above and on the Jo1nf Deta11S, unless noted otherwise. (tefer to
any
failure to build the
g or cover page
m. The suitability
Job Number: 36CS00024 Ply: 1 SEQN: 668246 / T7 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW.
Truss Label: A6 Wgt 254.8 Ibs / ... 09/0712018
6'4"9 T10"�9 12'4'7 15' 19'10" 24'8" 2T3"9 31'98 33'3 �7 39'8"
r 8'4"9 T 1'B"T 4'S"14 + 2'7"9 f 4'10" 4'10" 27"F 4'S"15 'f'1'6"
1 �4X6
37
mU4 m5X6
P&4 =3X4=3X6=3X4 =3X8 m3X4=3XBm3X4 W2X4
oom
'6(A2)
t 18"
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
�1'+ 6'2"13 + 5'10"2 +111 4'10 4'10" 1' 5'10"2 + 6'2"13 1�
8'2"13 12'0"15 14' 1, 19'10" 24'8" 25' "111 33'S"3 39'8"
H 21
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NP
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Defl/CSI Criteria
PP Deflection in loc Udefi U#
VERT(LL): 0.158 G 999 240
VERT(TL): 0.434 G 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor: 2.0
Max TC CSI: 0.387
Max BC CSI: 0.454
Max Web CSI: 0.464
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
40 0165 OF 18 6E IE 1099 9A 911F RD 89 55 F7
'This, drawing has been -:eiectionically,siged;and' sealed 8y
Manuel MaNnec;'k.E {FL- Licr 54A84 on -the date.sbown
,above usinga ShAAautheaikation code.
PtiMed'6piei''of,1%' datamentaie'oot.conddeied signed
and sealed and; the �SHMS`autherrtitation tode;mosrbe
`vetdiea qn""any ele[iroaic [bQies.
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 1561 1714 / 962 /- / 346 18.0
L 1561 1714 /962 1- /-1 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
L Min Brg Width Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1334 -1958
B - C
1577 - 2832
H - 1
1388 - 2093
C - D
1411 -2370
I - J
1429 -2331
D - E
1430 - 2331
J - K
1411 - 2370
E - F
1388 -2093
K - L
1576 -2832
F- G
1334 -1958
L- M
27 0
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B - V
2467 -1273
R - Q
1831 - 864
V - U
2465 -1273
Q - P
2039 -1026
U - T
2039 - 996
P - O
2039 -1026
T - S
2039 - 996
O - N
2465 -1302
S - R
1831 - 835
N - L
2467 -1302
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
V- C
235 - 6
R- H
278
-172
C - U
327 -473
Q - 1
404
- 522
U-E
351 -161
H-Q
546
-372
E-S
404 -522
1-0
351
-161
F - S
546 -372
O - K
328
-473
F - R
278 -172
K - N
235
-8
G - R
247 - 290
"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 anr7'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
le. Apply pOates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
of
ivi 1, or Torn
acceptance
any structure
its drawing any failure to build the
on this drawing or cover page
re design shown. The suitability
Job Number: 36GS00024 Ply: 1 SEQN: 668243 / T6 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ` Qty: 1 FROM: AH DRW:
Truss Label: ' A8 Wgt: 212.8 Ibs .. / _.. 09/07/2018
i 8'4"9 13' 19,10" 26'8" 333"7 39'8"
f' 6'4"9 + 6'7"7 6'10" } 6'10" + 677 6'4"9
t=5X8 !!!!3X4 =5X8
D E F
12
' 8
03X4C G a3X4
=4X6(A2) B H=4X6(A2)
IA 1 8 g•
P O N M L K J
1112X4 ms3X4=3X6 =3X8 =3X6=3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1'
6'2"13 13 14 19'10" 25'8" Irk- 3T5"3 39'8°
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
PE NA Ce: NA
VERT(LL): 0.172 E 999 240
B 1561 1716 1953 / - 1305 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.471 E 999 180
H 1561 / 716 / 953 / - / -
18.0
BCDL: 10..00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.069 J - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ TL 0.128 J - -
( )
B Min Br Width Re 1.8
9 q
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Cade / Misc Criteria
Creep Factor. 2.0
P
H Min Brg Width Req = 1.6
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.446
Bearings B & H are a rigid surface.
9 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.558
Bearings B & H require a seat plate.
Spacing: 24.Q "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.564
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp,
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 E - F
1502 -2274
Lumber
B - C 1623 -2836 F - G
1425 -2325
C - D 1425 - 2325 G - H
1623 - 2836
Top chord 2.4 SP #1
D - E 1502 -2274 H -1
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp. ° Chords
Tens. Comp.
Member design based on both MWFRS and C&C.
B - P 2472 -1319 M - L
2006 -1008
P - O 2469 -1319 L - K
2006 -1008
O - N 2006 - 978 K - J
2469 -1348
N - M 2006 - 978 J - H
2472 -1348
I
4y�gtttlR9#�f#
?4;
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
V"
„• »" w� �"
P - C 244 -4 M - F
370 -243
' 0' '1 2 "
C-O 377 -513 K-G
377 -513
D - O 444 -170 F - K
444 -170
;t
D - M 370 -243 G - J
244 -6
" 0jr
E - M 300 -381
w "er
SERIAL#
400165OF1116E1E10999A91IF81)89SSF7
This•drming has been lettronica0y signed and sealed by
Manuel Martinez, P.B.01. Lit. 947182) on the date shorn
above using SKA-lauthemitation Code.
P�iMed,mples„of ;t6is:doctiineitt;.aie nat[coosidered signed
and sealed and, the SHA-1 inhemication. code must be
'vethied.on'anV elerttwic_COP ies.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handling shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r saiPety 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 properly
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. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI�I 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 professlonaQ engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Far more information see this'ob's Cleneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA' www.sbcindu .com; ICC: www-iccsafe.org
0
Job Number: 36CS00024 Ply: 1 SEQN: 668240 / T5 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW.
Truss Label: Al Wgt 212.8 Ibs / ... 09/07/2018
64"171' Al""4 21' 22'i
45'11 4 4'0"12 17" :5X8 I112X4 m3X6=3X4
D E F G
" 33'3"7 39'8"
V4'7"7 64"9
S 5X6
H
T 12
6 p
03X4C 13X4
0
IN
1 �4X6(A2)B J=4
A
S R Q P O N M L
102X4 =3X4 B3X6 m3X8 =3X4 =3X6 m3X4 012X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' "3 +49"3 ++2+522'1110"4 25"" I3'8"I 4} 2"81
8 914486116622"1114' 1 33S3 3
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R I U / Rw / Rh / RL
1 W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.191 E 999 240
B 1561 / 718 / 940 / - ! 264
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.526 E 999 130
J 1561 1718 / 940 / - /-
18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ TL 0.132 L - -
( )
B Min Br Width Re 1.8
9 q
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Code / Misc Criteria
Creep Factor. 2.0
P
J Min Big Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bidg Code: FBC 2D17 RES
Max TC CSI: 0.384
Bearings B & J are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0A87
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.487
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G
1684 -2611
Lumber
B - C 1644 -2814 G - H
1676 -2599
C - D 1523 - 2445 H - 1
1522 - 2445
Top chord 2x4 SP 91
D - E 1&A -2611 1- J
1643 -2814
Bot chord 2x4 SP #1
E - F 1684 -2611 J - K
27 0
Webs 2x4 SP #3
Wind
Maximum Bot Chord Forces Per Ply (IDS)
Member design based on both MWFRS and C&C.
Chords Tens.Comp. Chords
Tens. Comp_
B - S 2448 -1332 O - N
2134 -1115
S - R 2446 -1332 N - M
2134 -1115
R - Q 2134 -1085 M - L
2446 -1361
;ffittf9i1f1�
Q - P 2134 -1085 L - J 1
2448 -1361
P-O 2616 -1373
111�*W;11
.*��_f%'
Maximum Web Forces Per Ply (Ibs)
No 71
Webs Tens.Comp. Webs
Tens. Comp.
�.
S - C 198 - 8 G - O
274 - 327
C - R 299 - 377 O - H
642 - 397
"�STATE '14w
D-R 373 -177 H-M
369 -176
i
r �'7a7 4
'�*�•'ATMw�"►
D - P 653 -405 M - I
P-G 109 I-L
298 -377
199 -10
-106
E-P 270 -323
4001650F 1B6E 1E 10 89 9A 911E 81) 89 SS F7
`this=drawing has beem;elenronirally,signed and seated by
hiaouel Martine, P.E.SFt.,lic S47102) oothe date show n
•above. using a; SHAd authentication code.
"Punted copies„of;tbis .dowmein: are ooticopsideted' signed
+arid 4ea _ an& the �SHd3'autherrticatida, code must -hc
wertlie0 on anyelecttueic copies:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) for 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 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. refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible forany deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA' www.sbcindu xom� [cc: wwmicasafe.orcl
Job Number: 36CS00024 Ply: 1 SEQN: 6682291 T4 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW.
Truss Label:: Al2 Wgt: 211.4 Ibs / ... 09/07/2018
T
r 7'8"12 +13"i 5'3"111 + 5 a 10+ 5 3"811'3" "4 T8"812
=3X4 =3X61112X4 =3X4 m5X6
D E F G H I
:"4i
PP-'**�
A9iP1&--1..
S R Q P O N M
=3X4 =3X6 =3X4 =3X8. =3X4 =3X8 =3X4
SEAT PLATE REQ.
39'8"
I I V
T
6(A2)
SEAT PLATE REQ.
1' 7'10"8 4'1°8 2'0"3 5'9"13 5'813 2'D"3 41"8 7'10°8 1'
7'10"8 12 14'0" 19'10" 25'7"13 27'8" 31'9"8 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20 00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
I
EXP: C
Des Ld: 37:
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: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP its
Wind
Member design based on both MWFRS and C&C.
a division of
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc L/defl L/#
Pf: NA Ce: NA
VERT(LL): 0.243 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.667 G 999 180
Snow Duration: NA
HORZ(LL): 0.074 M - -
HORZ(TL): 0.139 M -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.566
TPI Std: 2014
Max BC CSI: 0.560
Rep Factors Used: Yes
Max Web CSI: 0.510
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.16
,SERIAL'#
40 Oil 65OF 106E 1E 10899A 911E BD 89 SS F7
%This•,drawing has been ,electioni@Ov,signed and sealed,bg
Manuel Martine,, P.E. jFL Vu e47182) on the date.shovin
above using SHA-1 authentication code..
J
Pwinted copies,ol this document ate not considered signed
and sealed and, the .SHrri autheldtaiion. code must, be
vet8ied on'any elecuonic copies.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 / 720 / 921 / - / 223 / 8.0
K 1561 /720 /921 /- /- /8.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
2O29 - 3246
B - C
1644 - 2767
H - 1
1873 - 2960
C-D
1811 -2719
I-J
1810 -2719
D - E
1873 - 2960
J - K
1644 - 2767
E- F
2029 - 3246
K- L
27 0
F - G
2029 - 3246
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S 2395 -1311 P - O 2993 -1625
S - R 2260 -1186 O - N 2260 -1216
R - Q 2260 -1186 N - M 2260 -1216
Q - P 2993 -1614 M - K 2395 -1340
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - S
405 - 328
P - H
329
-187
S - D
489 -426
H - O
378
-520
D - Q
944 - 562
0-1
944
- 562
Q - E
378 - 520
I - M
489
-426
E - P
329 -187
M - J
404
- 328
G - P
228 - 303
*"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nation, by TPI anr7'SBCA) F safety practices prior to performing these functions. Installers shall provide temporary
s noted o herwise,top chord shall have property attached structural sheathinSt and bottom chord shall have a proper y
cations shown for permanent lateral restraint of webs shall have bracing ins lled per BCSI sections B3, B7 or p1D,
ltes to each face of truss and position as shown above and on the Join De unless noted otherwise. �2efer to
ndard plate posit!ons_
any
its drawing,any failure to build the
on this drawing or cover page
L design shown. The suitability
SBCA
t
1
Job Number: 36CS00024 Ply: 1 SEQN: 6682381 T12 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW.
Truss Label: A14G Wgt:242.2 Ibs .. / _.. 09/07/2018
90
7' 1i0"
2'8" 1"2 32'"'6"4 17' 19'
T 464 5'5"12 2' Z10" 5"112 84 3T9'8"
12 CID aYa D 526XB
TC2 112X4=5X6es4X6 II2X4 TC3 =6X6
E F G H =ava1 J
T
0
io
m4X1
3:3
T
`Ol
12(B3) v
Lb,pw
T S Ra Q P O N M 1-111
1114X4 1115XB(R) mOX12 Ea8X12 ra5X6 104X4
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
r— 11'4" 284"
84"4 4'4" 1i22 5' S'8" 5' 4'4" 6'44 6"
r 6'10"4 + 11'2"4 14 1T + 22'8" + 27'8" 8' 12 32'9"12 } 39'Z" LL8",1
f'1'1
E. N
St
11 q I
rAMI
1 =
11AV.i
s
,
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 6.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x6 SP #1
Webs 2x4 SP #3 :W4 2x4 SP #1:
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')Q.5",min.)nails
@ 6" oc.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U I Rw 1 Rh / RL
/ W
Pf.' NA Ce: NA
VERT(LL): 0.144 1 999 240
B -116 1116 130 1- 1-
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.399 1 999 180
S 4524 / 2025 / - / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.022 M - -
K 1872 / 860 1- l - 1-
18.0
HORZ(TL): 0.042 M - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.3
Bldg Code: FBC 2017 RES
Max TC CSI: 0.728
S Min Brg Width Req = 5.3
TPI Std: 2014
Max BC CSI: 0.525
K Min Brg Width Req = 1.9
Rep Factors Used: No
Max Web CSI: 0.723
Bearings B, S, & K are a rigid surface.Bearings
B, S, & K require a seat'plate.
FT/RT.20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords.
Tens. Camp.
A - B 27 -20 G - H
1427 -3199
B - C 1022 -493 H -1
1427 -3199
C - D 2586 -1160 I - J
1678 -3751
D - E 459 -1040 J - K 1
1628 - 3574
E - F 459 -1040 K - L
27 - 20
F - G 459 -1040
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp.
Chords
Tens. Comp.
06
B - T
-857
P - O
3773 -1705
♦� N
T - S
403 403 -864
O - N
3773 -1705
�1 t..A...., ��
S - R
1031 - 2342
N - M
3112 -1400
R - Q
1031 - 2342
M - K
3139 -1407
`%
Q - P
2229 -1022
D.
Maximum Web Forces
Per Ply (Ibs)
1:r
Webs
Tens.Comp.
Webs
Tens. Comp.
5.STAT E O ?
® a
T - C
636 -156
G - P
1513 - 630
C - S
976 - 2197
H - P
433 - 539
°. +��
��ex)
S - D
1490 -2832
P -1
326 -673
D - Q
3968 -1748
1- N
337 - 291
Q - G
878 -1853
N - J
822 -356
SERIAL# E-Q 395 -461 J-M 625 -145
400165 OF IS 6E1E 1099 9A 911F BD 89 S5 F7,.
ibis- ,drawing has bem eledionicapy,signed:wd,sealed by
Maned MartiM4 p.E.'jri. r!r� &`471ipJ in -,the date sbovin
above.using a St A-iautbemicatlon code.
I
Piimed 2ipies, or tbis'Qotumem aze siit;considered sighed
and sealed andrthe'SHA-1 authentua{iiocade.must`bi
wertlied gn'agy eleaioiic,coyies.
"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 satPety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attacher�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. j2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinffL�Components Group Inc.,shall not be responsible for, any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this' Us eneral notes page and these web sites: ALPINE: www.al ineftw.com: TPI: www, into ; SBCA www.sbdndu .com; ICQ wwwkesafe.orci
Job Number: 36CS00024 Ply: 1 I SEQN: 6682571 T1 / COMN I
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: J
Truss Label: A3 Wgt: 240.8 Ibs I I / ... 09/0712018
i
6'4"8 7'10" 12'4"9 18'0"1 217"15 27'3"7 31'9"7 33'3" 398"
6'4"8 1'6" 4'6" 5'7"8 37"14 57"8 4'6" 1.6" 6'4"8
=4X61
i
SEAT PLATE REQ.
m6X6
1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 U12X4
SEAT PLATE REQ.
39'8"
h1'+ 12 5'1"5 11'10 4'11"13 j 3'6""2 0*'- 1 5'15"52"12 1201"1 14'"15 3 1715 25'8"2"330"4
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: loibo
Risk Category: 11
EXP. C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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"12.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0) .
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.155 P 999 240
VERT(TL): 0.427 P 999 180
HORZ(LL): 0.067 M - - -
HORZ(TL): 0.125 M - -
Creep Factor. 2.0
Max TC CSI: 0.401
Max BC CSI: 0.490
Max Web CSI: 0.565
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.16
400165 OF 186E 1E 10899A 911E BD 89 SS F7
:This, diaviing has-been electronira0y;sigoed and seated by
Manuel Martine:; P.E. 0L Lit: d47181) on thedate shovin
-above using a Sit" authentication code.
Psbned co8iei„of'1bis documentare not:c4n4deie&si¢ned
,and sealed and, thi MA-1 aatbeerdicationcode. mutt be
verified on`any electronic toQieg
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 1561 / 711 / 965 / - ! 408 / 8.0
K 1561 /711 /965 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27 0
G-H
1217 -1885
B - C
1634 -2827
H - 1
1383 -2340
C - D
1363 -2379
I - J
1364 -2379
D - E
1382 - 2340
J - K
1534 - 2826
E-F
1212 -1877
K-L
27 0
F-G
1159 -1618
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2462 -1224
P - O
2051 - 986
T - S
2459 -1224
O - N
2051 - 986
S - R
2050 - 956
N - M
2459 -1245
R - Q
2050 - 956
M - K
2462 -1245
Q - P
1615 - 685
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T - C
222 - 6
G - P
560
- 327
C - S
316 -453
P - H
445
-644
S-E
411 -155
H-N
410
-156
E - Q
445 -644
N - J
315
-452
F - Q
558 - 357
J - M
223
- 8
Q - G
250 -243
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
e. Appiy plates to each face of truss and position as shown above and on the JOInCDetails, unless noted otherwise. hefer to
60A-Z for standard plate positions.
a division of
'1 vi i, or Torn
acceptance
any structure
failure to build the
g or cover page
m. The suitability
IJob Number: 36CS00024 Ply: 1 SEQN: 668259 / T15 / COMN
4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW.
Truss Label: A5 Wgt 254.8 Ibs / ... 1 09/07/2016
i r' 6'4 T 24"8 16'0"1 19'10" +37"16 +T37 +" +31337 36'941199 0 6" 7""16,4"TV 4'6
m3X4 re5X6
16M 03X4 e3X6 e3X4 a3Xa ta3X4 a3X6 a3X4 160
SEAT PLATE REQ. SEAT PLATE REQ.
39W
r1' 6'2"13 5'10"4 1'11" 3'9"15 T9"15 2'0"1 5'10"4 6713 1�
2"13 12'1" 14' 201I 19'10" 237"15 25'8"�1101 33'5"3 39'8"
1' 6'0"1 2' 7'6"15
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: 3.97 It
Loc. from endwall: not in 4.60 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.154 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.424 G 999 180
Snow Duration: NA
HORZ(LL): 0.066 N - -
HORZ(TL): 0.125 N - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.383
TPI Std: 2014
Max BC CSI: 0.454
Rep Factors Used: Yes
Max Web CSI: 0.566
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1561 1713 / 964 / - / 367 18.0
L 1561 1713 / 964 / - /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
L Min Brg Width Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1264 -1827
B - C
1561 - 2830
H - 1
1326 - 20M
C - D
1395 -2372
I - J
1413 -2333
D - E
1413 -2333
J - K
1395 -2372
E - F
1326 -2020
K - L
1562 -2830
F- G
1264 -1827
L- M
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V
2466 -1255
R - Q
1755 -804
V - U
2464 -1255
Q - P
2041 -1013
U - T
2041 - 984
P - O
2041 -1013
T - S
2041 - 984
O - N
2464 -1284
S - R
1755 - 776
N - L
2466 -12B4
4i1
Maximum Web Forces Per Ply (Ibs)
iz
Webs
Tens.Comp.
Webs
Tens. Comp.
*
V - C
232 - 6
R - H
258
-183
* "
"✓�°�
C-U
325 -469
H-Q
546
-351
U - E
E S
373 -161
409
Q - 1
1-0
409
373
-558
-161
-
-558
F-S
546 -351
O-K
326
-469
F - R
257 -182
K - N
232
-8
G-R
190 -217
4001650F SB 6E lE 10899A 911F BD 89 SS F7
17his'dravAng has been electsonicapysigoed and sealed by
Manuel Martinet, PX—jft.'Uc. S471M on the: date.sbovin
aboveusing a iiiklauthemicatinn code.
Printed-coples, oi:tbii,dowinem,aie not consideredsigned
!and sealed ami,tbe SHA-l'authenticatioh Mile, most be
.verifietl oa anv elecuoWcopies
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*`IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme pre in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Are
Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
gid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
le. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
any
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
TPI:
Job Number: 36CS00024 Ply: 1 SEQN: 6682621 T25 / COMN
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Lbel:A7 07/2018
6'47 T10"�9 14'0'1 19'10" 257"15 31'9°7 33'3 39'8"
r 84 7 +1'6" 6'1'8 + 59"15 } 5'9°15 T 8'1°8 �1'6" 6'4"7 -I
SEAT PLATE REQ.
555X8 112X4 =5X8
E F G
8(A2)
112X4 !M3X8 =3X4 =3X8 =3X4 =3X6 112X4
SEAT PLATE REQ.
39'8"
1' 6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1'
h 8'2"11 12' 14'0° 19'10" 257"15 27'8 33'5°5 39'8"
Loading Criteria (psf)
TCLL: 20:00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "I" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with'8d Box or Gun (0.113"i2.5",min.)nails
@ 6" oc.
Wind '
Member design based on both MWFRS and C&C.
a division of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NI
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
DefllCSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.164 F 999 240
VERT(TL): 0.451 F 999 180
HORZ(LL): 0.069 L - -
HORZ(TL): 0.130 L -
Creep Factor. 2.0
Max TC CSI: 0.592
Max BC CSI: 0.603
Max Web CSI: 0.354
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
40 01 6S OF 106E.1E 10 89 9A 911F BD 89 S5 F7
: Th&`dtawing has been.electionically,tigued and sealed by
Manuel Mattfner', KIL {FL. tic.. #47182) on the date shovrn
above using a SHAd-authetakation code.
. fdnted'capies; of thls.documerrt are not considered signed
and sealed and,the SHA-1 authentication code.must be
vediied odany elecuonk copies: '
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 1715 1958 I - / 326 / 8.0
J 1561 1715 /958 /- /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1404 - 2093
B - C
1617 - 2856
G - H
1376 - 2223
C - D
13W -2262
H - 1
1350 -2262
D - E
1376 - 2223
I - J
1616 - 2856
E- F
1404 - 2093
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - R 2494 -1317 O - N 1937 - 952
R-Q 2491 -1317 N-M 2491 -1346
Q - P 2491 -1317 M - L 2491 -1346
P - O 1937 - 922 L - J 2494 -1346
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
273 -5
O-G
286
-177
C - P
427 - 600
G - N
464
-172
E - P
464 -172
N -1
427
-600
E- O
286 -177
I- L
273
- 4
F - O
221 - 283
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nation, bV TPI anr7'SBCA) toi Safetypracticesprior to performing these funcnoted o herwisetop chord sall have properlyattached sturlheathintionshown for ermaentateral restraint of wbsshall havbracingtes toeachface of trussand osition as shown above and on the Joinf )etails, unless noted otherv✓ise. (2efer to
rim 1,ortor n
acceptance
any structure
failure to build the
g or cover pa e
m. The suitability
TPI: www.tpinst.org; SBCA:
Job Number: 36CS00024 Ply: 1 SEQN: 668264 / T23 / COMN
4EBB 1828-Cali "C"/DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
I
Truss Label: A9 Wgt: 207.2 Ibs / ... 09/07/2018
64"9 12'0"1 19'10" 277"15 333"7 39'8"
64"9 57"8 T9"15 7'9"15 57 8 64"9
i�55xe 1112x4 =5x8
D E F
12 T
6
tj3X4C >G�,3X4
m
i0
=4X13(A,2) B 11=4X6(A2)
A
P O N M L K J
112X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
i- 39'8"
1' 6'2"13 5'9"4 1'11"1 5'10" 5'10" 1'11"1 5'9"4 6'2"13 1'
F + 6'2"13 1201 14' 19'10" 25'8" �2T7"1 33'S"3 f 39'8"
Loading Criteria (psg
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.183 E 999 240
B 1561 / 717 / 947 / - / 285
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.502 E 999 160
H 1561 /717 /947 /- /-I
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.068 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.128 J - -
Cf )=
B Min B Width Re 1.8
� q =
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
H Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.618
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2014
Max BC CSI: 0.624
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.580
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0 E - F
1616 -2483
Lumber
B - C 1631 -2819 F - G
1476 -2392
C - D 1476 -2392 G - H
1631 -2819
Top chord 2x4 SP #1
D - E 1616 -2483 H - I
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per
Ply (Ibs)
Wind
Chords Tens.Comp_ Chords
Tens_ Comp.
Member design based on both MWFRS and C&C.
B - P 2454 -1322 M - L
2WO -1066
P - O 2452 -1323 L - K
2080 -1066
O - N 2080 -1036 K - J
2452 -1352
N - M 2080 -1036 J - H
2454 -1352
Maximum Web Forces Per Ply
(Ibs)
srypap
4W,y�#�F
Webs Tens.Comp. Webs
Tens. Comp.
'y#'�yc-tl9'�f aAt q�AR
P-C 210 -6 M-F
508 -321
' ND 647i82>�
C - O 328 -426 F - K
433 -168
D - O 433 -168 K - G
D-M 508 -321 G-J
328 -426
210 -8
E - M 364 -462
40016S OF 10 6E 1E 10 89 9A 911F.BD 89 SS F7
%16rsdrawing has been electionicany,signed and sealed by
- Wood Marlon ;, M Of. tro 91i182) oriifie date•sbown
,above .using a SHAdauthentkation code.
Pri bed;copies,;of:tbis,docament'aie not[oosidered signed
`and sealed and, the SHA•Tauthei coziuo code must be
wetdiedon;anyele[uoui[opiesJ
`*WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attachesrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610,
as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suit -ability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .cam; IM www.locsafe.onq
Job Number:136CS00024 Ply: 1 SEQN: 6682961 T24 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: Al Wgt: 203.0 Ibs .. / ... 09/0712018
5'3"4 + 10'0"1 + 199, 23'0"12 297"15 f 34'4"12 + 39'8
5'3"4 4'8"12 6'8"15 8'3"11 67"3 4'8"12 5'3"4
25X8 m3X4 a5X6 Zi5X8
D E F G
12
6 p
m `Z12X4C H 02X4
v
e4X6(A2) B W4X
A 1(9
P O N M L K
=3X4 =3X6 =3X4 =3X8 =3X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
V. 10'0"1 +1'11"16 45"8 + 67"3 + 47"4 + 1'11"115 10'0"1 1�
10'0°1 12' 16'5"8 2TO"12 27'8" 29'7"1 39'6"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: Ni
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: C
Des Ld: 37.I
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 42 psf
Code / Misc Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: h12 to h
TPI Std: 2014
Spacing: 24.01"
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber '
Top chord 2x4 SP #1
Bot chord 2x4iSP #1
Webs 2x4 SP'#3
Wind
Member design based on both MWFRS and C&C
a division of
DefifCSi Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.211 F 999 240
VERT(TL): 0.579 F 999 180
HORZ(LL): 0.072 K - -
HORZ(TL): 0.135 K -
Creep Factor. 2.0
Max TC CSI: 0.460
Max BC CSI: 0.736
Max Web CSI: 0.626
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
40 0165 OF 186E 1E M R9 9A 911E 8D 89 SS F7
This, drawing has been .electroeically,signed and seared by
Manuel Maniner, P.E.'(Ft. Liu 144710.2) uo the date show -in
above. usinga SH"authNrtrcatien'code.
Piloted ,copies;;d 4his document aee oot4onsidired signed
and sealed atid:•the BHAd'authendcotioa. code must. bt
verified od;any electronic copies.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw [Rh /RL /W
B 1561 /719 /931 /- /244 /8.0
1 1561 1719 /931 /- /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1821 - 2860
B - C
1692 -2808
G - H
1555 -2540
C - D
1556 -2540
H - 1
1692 -2809
D-E
1812 -2845
I-J
27 0
E - F
1820 -286D
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - P 2456 -1386 M - L 2223 -1174
P - O 2224 -1145 L - K 2223 -1174
O - N 2224 -1145 K -1 2457 -1416
N - M 2866 -1530
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - P
276 -266
M - G
801
-498
D - P
399 -129
F - M
293
- 358
D - N
789 - 490
G - K
402
-129
N - E
300 - 365
K - H
276
- 266
E-M
100 -96
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
4T** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
care in fabricatinghandlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
mation, by TPI an7'SBCA) foF safety practices prior to performing these func
tions. installers shall provide temporary
s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
cations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
3tes to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
ndard plate positions.
'1 NI 1, or torn
acceptance
any structure
failure to build the
g or cover pane
On. The suitability
Job Number: 36CS00024 Ply: 1 SEQN: 668301 / T14 / SPEC -I
4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: RS DRW:
Truss Label: A13 Wgt 212.8 Ibs / .. i 0
I I 9/07/2018
8'0"1 13'S"12 19' 26'4"1 29115133'3"8 39'8°
HE 5'5"11 5'6 4 T4°7 2'7"4'3"8 8'4"8
G
--5X8 =3X4
12 C D E F
6 p H t`3X4
IT
R
=3X6(Al) B I_3X
A
112X4 C 3XBN M a3X8 ®K
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
1134" 68" 20'8"
F1'} 8'1"13 1 507 2 + 72"5 - 4'S"4 6'2"12 1�
8'1"13 13'2'4 19' 262"5 21 3354 39'8"
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or ix4'7" reinforcement. 80% length of
web member_ Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
All plates are 5X6 except as noted.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pr in PSF)
Pg: NA Ct: NA CAT: N/
Pf.' NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.032 L 999 240
VERT(TL): 0.095 L 999 180
HORZ(LL): 0.014 K - -
HORZ(TL): 0.026 K - -
Creep Factor: 2.0
Max TC CSI: 0.501
Max BC CSI: 0.424
Max Web CSI: 0.663
Mfg Specified Camber:
♦ Maximum Reactions (Ibs), or "=PLF
Loc R /U /Rw /Rh /RL /W
B 559 / 260 / 385 /- / 257 18.0
0' 325 /147 1161 /0 1- /68.0
1 752 / 342 / 631 / - /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
O Min Brg Width Req = -
I Min Brg Width Req = 1.5
Bearings B, O, & I are a rigid surface.
Bearings B, O, & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
Chords
Tens. Comp.
A- B 27 0
F- G
549 - 672
B - C 356 -588
G - H
520 -686
C - D 163 -14
H - 1
659 -1095
D-E 435 -167
1-1
27 0
40 0165 OF 18 6E IE 1089 9A 911f.0D 89 SS F7
' Thin drawing; has, been elMwdicalfyslprt.EO.a 'sealed by
Manuel Matt!uez,-M,'OC. Lib. 94hi2j.ontbe date shown
,above using a SHA4,amftemicmioncode..
Primed"wDles.;oftbis dowmeat ase oot,[onsidesed' s!gned
anil iealed aml• the SHIFS'avd a cation: iode:must be
verdieA on any, elettroni[ [ogles.
E - F 435 -187 1
Maximum Bot Chord Forces P I r Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - P 449 -232 M - L 631 -280
P - O 456 - 232 L - K 916 - 485
O - N 298 -359 K - 1 919 -485
N - M 635 - 280
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
C-P
312 -44
M-F
225
-2
C-O
418 -646
F-L
191
-141
O - D
178 - 97
G - L
432
- 339
D-N
319 -410
L-H
336
-449
E - N
321 - 398
H - K
235
-15
N - F
783 -1202
"*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, byV TPI and SBCA) to safely practices prior to performing these functions. Installers shall provide temporary
r BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
Kqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 10,
. Aoov ofates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, (2efer to
failure to build the
g or cover page
in. The suitability
Job Numbeni 36CS00024 Ply: 1 SEQN: 6683113 / T11 / SPEC
4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: I A15 Wgt: 208.6 Ibs .. 1 ... 09/07/2018
T
j r 7111 591+ 171""15'41 2915 3
15 98"
7' .3 433"9
1 ca5X6
i
Z`i6 1O(SRS)
T
12 C
=5X6 D
=3X4
E
=3X6
F G112X4
V
bo TTT,
6
5X1<>j'43X4
I� o
(a)
�K,3X6(A1)
ro
1�1=3X6(A1)B
3X4102X4
S3X4R
-4X10Q 112X4 3X6 a XB 112X4
SEAT PLATE REQ.
SEAT PLATE REQ. SEAT PLATE REQ.
SEAT PLATE REQ.
13'8°
5' 21'
"12 11" 5
5'4"9 " 2
4W 5'6"5 1'5"11 45"5
511 1�
Tl"12 '1" 1
13'6"4
18'8" 24-2"5 25'8 3,4„ 331.5
39'8"
2,
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 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: 24.01"
C&C Dist a: 3.97 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
i
Top chord 2.4 SP #1
Bot chord 2x4; SP 91
Webs 2x4 SP #3
Bracing '
(a) Continuous lateral restraint equally spaced on
member. Or 1z4 "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.
Snow Criteria (Pg,Pf in PSF)
Defi/CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.039 N 999 240
B 529 / 241 / 354 1- / 277 18.0
Lu: NA Cs: NA
VERT(TL): 0.101 N 999 180
S 687 / 237 1346 / - / - / 8.0
Snow Duration: NA
HORZ(LL): 0.014 M - -
Q 1302 1601 / 633 ! - !- / 8.0
HORZ(TL): 0.027 M - -
K 770 / 350 / 528 ! - / - / 8.0
Code! Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.569
B Min Brg Width Req = 1.5
TPI Std: 2014
Max BC CSI: 0.357
S Min Brg Width Req = 1.6
Rep Factors Used: Yes
Max Web CSI: 0.564
Q Min Brg Width Req = 1.5
K Min Brg Width Req = 1.5
FT/RT:20(0)110(0)
Mfg Specified Camber:
Bearings B, S, Q, & K are a rigid surface.
Plate Type(s):
Bearings B, S, Q, & K require a seat plate.
WAVE
VIEW Ver: 17-02.02.1208.15
SERIAL#
400165 OF SB 6E SE 10 89 9A 911F BD 89 SS F7
This, drawing has beeneledronicapy,signed and sealed by
Manuel Martinez, P.E. (Fr.. Lics r47Lt2) on the date shown
labove using a 5114-1 authentication code.
Primed copies, i this_ Anrumek..are nht considered signed
j sand seared aml'the SHM1 aucb"tatioh code ,must';be
verifiedon'any electronic wpies.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A- B
27 0
G- H
584
- 525
B - C
588 - 579
H -1
934
- 734
C - D
626 - 488
1- J
935
- 734
D-E
272 -106
J-K
1161
-1131
E- F
584 - 525
K- L
27
0
F - G
584 - 525
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - U
451 - 388
Q - P
657
- 571
U - T
445 -329
P - O
652
- 571
T - S
444 - 325
O - N
652
- 571
S - R
340 -262
N - M
947
-886
R - Q
340 -252
M - K
950
-887
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. ' Webs Tens. Comp.
C-U
216 -128
Q-H
1513 -1385
U - D
209 -208
P - H
206
-2
D-T
109 -31
H-N
171
-61
D - S
751 - 751
N - J
523
- 429
S - E
196 -241
I - N
374
-383
E - Q
500 - 398
J - M
223
- 31
G - Q
276 - 324
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re u!re extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Compone.I Safety Information, by TPI and'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpef!y
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 Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 7I PI 1, or for handling shippincl, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iotk neneral notes -- and these —h sites• AI PwF www alninoaw mm TPI• a wow M�"st "„ cara ."w.shri".e�... nrrry ..,..",.., ate ,..,.
Job Number: 36CS00024 Ply: 1 SEQN: 668310 / T20 / SPEC
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: RS DRW:
Truss Label: A16 Wgt: 203.0 Ibs / ... 09/07/2018
T 9'11°15 13'9°12 18'8° 22'4°1 29' 33'3°8 39'8"
T 2'11"15 3'9"13 4'10°4 NO I'
67"15 4'3"8 6'4°6
Hm5X6
12 Cm5X6 I
6 --5X10(SRS) m3X4 82X4 �3X4 h
D E F —5X12G
ro
—_3X6(A1) B J =3X6(A1)
mR - "l—a Pm5X6 _4X101-1 � mwn Sava 41-
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
13'8" 5' 21'
F1' T1"12 2'11"15 3'4"9 5'1"12 36"5 6'9"11 4'S"4 6'2"12 1�
7'1"12 1'1! 11 13'6"4 18'8" 22'2"5 21 33'5"4 39'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/#
Lot, R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA VERT(LL): -0.037 M 999 240
B 527 / 239 / 338 / - 1317
18.0
Lu: NA Cs: NA VERT(TL): 0.097 M 999 180
P 730 / 273 1,339 / - /:
/ 8.0
Snow Duration: NA HORZ(LL): 0.013 L - -
O 1229 / 557 / 597 / - /
/ 8.0
HORZ(TL): 0.025 L - -
J 787 / 358 / 529 / - 11
18.0
Code / Misc Criteria Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES Max TC CSI: 0.591
B Min Brg Width Req = 1.5
TPI Sid: 2014 Max BC CSI: 0.329
P Min Brg Width Req = 1.5
Rep Factors Used: Yes Max Web CSI: 0.513
O Min Brg Width Req = 1.5
J Min Brg Width Req 1.5
FT/RT:20 0 110 0 Mfg Specified Camber:
() ()
a
Bearings B, P, O, & J are a rigid,surtace.
Plate Type(s):
Bearings B, P, O, & J require a seat plate_
WAVE VIEW Ver: 17.02.02.1208.15
Maximum Top Chord Forces Pei
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A- B 27 0 F- G
725 - 746
B - C 644 - 570 G - H
929 - 813
C - D 696 -515 H - I
935 -783
D-E 405 -316 I-J
1146 -1160
E- F 724 - 746 J- K
27 0
1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
lidi9Jpi#
8 - R 442 -392 O - N
623 -510
s, ......f I�
R - Q 382 - 307 N - M i
616 -571
Q - P 382 - 304 M - L ,
972 - 870
,, "+ •' �0 '� �r
P - O 473 - 386 L - J
975 - 871
;.;
No 0
Maximum Web Forces Per Ply (Ibs)
tiWebs
Tens.Comp. Webs Tens.
Comp.
r }43
C - R 192 - 74 O - G
1701
-1524
R-D 236 -105 N-G
216
-4
D-Q 79 -7 G-M!
H M
137
388
-36
��JS4
f�fift)1iiti4
D - P 916 -804 -
-321
P - E 170 -241 M -1
487
-394
,SERIAL#
E - O 480 -437 I - L
I
204
- 33
400165OF IS6E 1E 10899A91IF: RD89 S5 F7
'Thin drawing has been e,ecuunicany;stgped and, seated by
Minuet Mart!nec� P.E:(fC. aio 94717)2) an -the dateshovin
aboveusing a iiiA4autbentication code.
Pltrded"coDiei,�of lbis.dbwmeai are nuticonsideretl: signed
+and sealed and - the SHA-i autM1enticai!on Cade must:';be°
veti,ied gn:any eiediodc cop!ei.
F - O 167 -237
"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 hipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anSBCA) toi satPety practices prior to performing these functions. Installers shall provide tempora
BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing!t and bottom chord shall have a propperryly
id ceilinQ.Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
e_ A00Tv plates to each face of truss and 00sition as shown above and on the Joinf Details, unless noted otherwise. f efer to
a division of
its drawing any failure to build the
on this drawing or cover page
ie design shown. The suitability
Of
any
Job Number:36CS00024 Ply: 1 1 SEQN: 6682311 T2 / GABL
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: B1GE Wgt: 134.4 Ibs .. / ... 09/07/2018
Loading Criteria (psf)
TCLL: 20.i00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
10'8"
10'8"
(TYP) I a4x4
r 1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wjnd bracing and other requirements.
21W
21'4" J
21'4" 1
Snow Criteria (Pg,Pf in PSF)
DefllCSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.001 H 999 240
P. 81 / 37 / 39 ! - / 11
1255
Lu: NA Cs: NA
VERT(TL): 0.002 AE 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): 0.002 J - -
P Min Brg Width Req = -
HORZ(TL): 0.003 J - -
Bearing B is a rigid surface.
Code! Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.108
Maximum Top Chord Forces Per
Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.033
Chords Tens.Comp. Chords
Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.088
A - B 27 0 1-1
304
-24
FT/RT:20(0)110(0)
Mfg Specified Camber:
B - C 87 -120 J - K
253
-21
Plate Type(s):
C - D 80 -90 K - L
202
-23
WAVE
VIEW Ver: 17.02.02.1208.15
D - E 105 -71 L - M
154
-43
E - F 153 -50 M - N
105
-64
F - G 202 -29 N - O
74
-84
G-H 253 -21 O-P
81
-113
H- I 303 -24 P- Q
27
0
No 047182 0�
?:STATE OF
40 01 6S OF 19 6E 1E 10 89 9A 91 1F BD 89 SS F7
'This' drawing has been .elecirgoica(ly;signed and sealed by
Manuel Martinez P.E:(M ric., A7102) on the dateshown
above usinga SHAd.autherdicatlowtode.
Printed copies,of,this doiument'ati oot considered signed
_and sealed and, the �SHA•1 authentication. code must. be
vecifieA on'any electronic copies. . , ,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
175 -108
X - W
192
-107
AE-AD
183 -110
W - V
191
-107
AD -AC
185 -110
V - U
189
-106
AC -AB
188 -111
U - T
187
-106
AB -AA
190 -112
T - S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C -AE
174 -103
W - J
187
-83
D -AD
88 -65
V - K
153
-73
E -AC
101 -74
U - L
100
-73
F-AB
100 -73
T-M
101
-74
G -AA
153 -73
S - N
88
-65
H-Z
187 -83
R-O
174
-103
X-1
0 -162
"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, bVy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted ®r herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
6id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
e. Apply plate. to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
60A-Z for standard plate positions.
a division of
s arawing for any sti
see this job's general notes
tis drawing,any failure to build the
on this drawing or cover page
�e design shown. The suitability
M
Job Number: 36CS00024 Ply. 1 SEQN: 668232 / T3 / GABL
4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: C1GE Wgt: 78.4lbs .. / ... 09/0712018
7' + 14'
7' 7'
�— 1'8" I1'4-
TYPI G-4X4
14' l
f 1 } 14'
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
Soft: 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 93
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.
Snow Criteria (Pg,Pf!n PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L" 84 139 140 1- / 12
Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = -
HORZ(TL): 0.002 E Bearing B is a rigid surface.
Code / Misc Criteria Creep Factor. 2.0
1168
Bldg Code: FBC 2017 RES
Max TC CSI: 0.118
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.026
Chords Tens.Comp.
Chords
Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.061
A - B
27
0
G - H
213
-25
FT/RT:20(0)/10(0)
Mfg Specified Camber:
g - C
14
-66
H - 1
157
-48
Plate Type(s):
C - D
61
-28
I - J
105
-69
WAVE
VIEW Ver: 17.02.02.1208.15
D - E
113
-17
J - K
87
-89
E-F
165
-14
K-L
84
-106
F-G
221
-17
L-M
27
0
404165 OF 106E 1E 10 99 9A 911F 8D 89 SS F7
''Thrs'drdvdng fas•been .eiectroaically,s!gned and sealed,by
:Wnuei Martinez, M (FL,Lit. 9411ki on the date•shovvn
above ustnga 5NAAautheadcadon.code.
plbded'copies,`of tbls:dowmem are nqt. considered' signed
4and seated an&tbe SHA-1 auMemitationaode mustbe
'rthied on'any elecnonic copies.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V
145
-46
R - Q
164
-49
V - U
153
-47
Q - P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
150
-53
S-R
164
-49
N-L
144
-55
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens. Comp.
C - V
122
- 56
Q - H
205
- 83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F - S
205
- 83
N - K
122
- 56
G-R
13
-89
inlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31TI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page
is acceptance of professional engineering responsibility solely for the design shown. The suitability
it any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
t
Job Number: 36CS00024 Ply: 1 SEQN: 668233 / T19 / EJAC
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 14 FROM: AH DRW:
Truss Label:' EJ7 Wgt: 23.8 Ibs .. / ... 09/07/2018
N
12711
12
6
i M
(7
=2X4(A1) B
A
D
SEAT PLATE REQ.
I
1 7,
7'
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CSt Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
B 336 / 117 1259 / - / 173 / 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 / 20 1101 / - /- 11.6
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.014 D
C 171 / 133 / 91 /- 1- / 1.5
Des Ld: 37.I
EXP: C
HORZ TL 0.025 D
( )
Wind reactions based on MWFRS
NCBCLL: 10:00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
B Min Bi g Width Re q = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL:5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: OA96
D Min Br Width Re -
g q =
i
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.368
C Min Brg Width Req = -
Bearing B a rigid
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
r seat p
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):.
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1-60
WAVE
VIEW Ver: 17.02.02.1208. 55
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 B-C 77 -151
Top chord 2x4 SP #1
Bot chord 2x41 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
�' I't1 4i1
STATE OF,:
400165 OF 186E-1E 10899A 911E 81)89 SS F7
' 7his' diawing has been eiear9nically,signed and seated .by
Manuel-MaNnez, P.E (FL. Liu t'-0719� on the date shown
above usinga SHA-lauthemication code.
,. Piitited lopies;;of,this Catuineat. am niwconsidered' signed
:and mated and the 6HA-1 authemituiino,'code.. must be
etified on any.eiedrooit-copies. -
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, byy TPI and SBCA) toF safety practices prior to pertorming these functions. Installers shall provide temposry
per BCSI. Unless .led -he lrwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or 610,
icable. Apply places to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to
Is 160A-Z for standard plate positio
ns.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
inrnfinn a thi, inW, on,i -to o.n thh off- et PIMr- -.W" it,., --- TPr -,, .f.
I
Job Number:
0024
Ply: I
4EBB 1828-Ca6 C"O/DR Horton /4EBB 1828-Cali "C" I Wgt 16.8 Ibs I FROM: AH 234 / T16 / JACK I DRW / i 09J07/2018 I
Truss Label: BJ5
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
T
SEAT PLATE REQ.
5'
f'- 1 5'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: it
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h12
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
C
M
O
CV
DefllCSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.007 D
HORZ(TL): 0.008 D -
Creep Factor. 2.0
Max TC CSI: 0.309
Max BC CSI: 0.182
Max Web CSI: 0.000
Mfg Specified Camber:
♦ Maximum Reactions (Ibs) ,
Loc R / U / Rw / Rh J RL / W
B 263 196 1208 / - / 129 18.0
D 90 /13 170 /- J- /1.5
C 119 /93 /62 !- !' /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C ' 53 -120
SERIALk
40 0165 OF 18 fiE tE 10 89 9A 911F BD 89 SS F7
This, drawing, has been erecu4pirally;srgned,and sealed, by
Manuel Martine,'P.L,jFL tic. 96182Y on°the date-sboty"
�above.using a giiA4aaMenticaNin code.
, Pfiafed'copies of Ali Aucutoon ace nbt;consideted signed
=add sealed and: the ShA uuthemicairoa code, must bt
vetdieA,go adV elemodi� copies.
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
vgire extreme care in fabricating, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI and'SBCA)handling, 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 propperly
qid ce!ling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
3 e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
Iis drawing any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
Of
any
t
Job Number, 36CS00024 Ply: 1 SEQN: 668235 / T17 / JACK
4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 4 FROM: AH DRW:
Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 0910712018
4"3
SEAT PLATE REQ.
C
T 77 10r2rr11
y .
O
(V
8rpn
1 r �
31
31
J
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 UdellU#
Loc R 1 U / Rw / Rh / RL
/ W
TCDL: 7.90
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 193 / 76 / 162 / - / 86
/ 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 16 141 / - ! -
/ 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 D - -
C 64 / 51 / 30 / - /-
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
pMean
NCBCLL: 10.0
Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
D Min Brg Width Req =
�
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.072
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s): ,
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
Lumber I
A- B 27 0 B- C
29 -105
Top chord 2x4 SP #1
Bot chord 2x4, SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
I
B - D 0 0
STATE OF F
40 0165OF SB 6E 1E 1099 9A 911F BD 89 SS F7
"7his,draving has-been .eiectsonlony,signed and sealed by
Manuel Martini, P.E. (FL lir. g,171112) on the date shown
,above using a SNA-1 autheatication code,
Premed copies;ni ,"tbis.dowmem..aie notxonsidered signed
_and 'sealed ind, the SHA-i awlueitticatioa. code roust be
veed!ed oa any electronic copies. '
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIri 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 profession; engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'oWs general notes page and these web sites: ALPINE: www.al ine4tw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iocsafe.org
Job Number: 36CS00024 Ply: 1 SEQN: 668236 / T18 / JACK
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW:
Truss Label: 13J1 Wgt: 11.2 Ibs / ... 09/07/2018
12,
6 C
2X4(A1) B
A
D
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
_F T 9'2" 11
co
O IA
$t811
c7
1
Snow Criteria (Pg,Pf in PSF)FDefSI Criteria♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NAflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): NA
B 150 / 77 / 145 ! - / 42
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 118 / - / -
11.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -14 / 28 / 25 / - / -
/ 1.5
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.015
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
.STATE OF
,SERIAL#
400116.5OF Ill 6E1E 10899A911F 81)8955 F7
`This=drawing has been erecrsonirally,sigoed and sealed by
Manuel Martine ;-P.E:(FL. Lic. t47182).oa the date sha-rn
aboveusing a iilriA agthenticatibncode.
Printed"cbpies;pf .this;dotument are not{�gnsideed'sipned
,and sealed ami the SHA I-autheiditation'code must be
,verdted q0 any ekUtoaic espies.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI an SBCA) fog sa ety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. t2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 8uildiriq�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITfPi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing, indicates acceptance of pprofessrona engineering responstblllty solely for the design shown. The suitabrllty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
c.........o i"s,.... fi. — ea. r�w� nn1 ,",r—" and rh--h ea- Al PINF- un"w aIni..Wl m TPI• w tninst nm: SBCA wwwsbdndustrv.com, [CC: www1casafe.om
T
Job Number: 36CS00024 Ply: 1 SEQN: 668237 / T21 / HIP_
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW.
Truss Label: 07 Wgt: 42.0 Ibs .. / ... 09/07/2018
43
6'3" 9110"1
f 61" 37" i
D
12'2"6
4.24 C__12 0 3X4 C
v
ih ih
2X4(A1) B
=5XISFE
111�C4
SEAT PLATE REQ.
1,5„ _'I VV4 3'2" i 6"�v3
6'1"4 9'3"4 9'101
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
TCDL 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Mist:Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Durafion: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Spacing: 24.0i"
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Loc. from endwall: Any
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord 2xj SP #1
Dot chord 2x4 SP #1
Webs 2x4 SPj#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 plf at 9.84
BC: From 0 plf at -1.41 to
4 plf at 0.00
BC: From 2 pif 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: 238 lb Conc. Load at 7.07
BC: 23 Ib Load at 1.41
Conc.
BC: 103 lb Conc. Load at 4.24
BC: 179 lb Conc. Load at 7.07
I
Wind
Wind loads a d reactions based on MWFRS.
i
i
a division of
Defi/CSI Criteria
PP Deflection in foe Lldefl L/#
VERT(LL): 0.015 G 999 240
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
B 330 / 208 ! - /- / -
VERT(TL): 0.041 G 999 180
E 385 1175 / - / 0 / 0
HORZ(LL): 0.004 F - -
D 29 / 14 / - /- / -
HORZ(TL): 0.008 F
Wind reactions based on MWFRS
Creep Factor: 2.0
B Min Brg Width Req = 1.5
Max TC CSI: 0.241
E Min Brg Width Req = -
Max BC CSI: 0.326
D Min Brg Width Req = -
Max Web CSI: 0.256
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Mfg Specified Camber:
/ 10.6
/ 1.5
11.5
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
Maximum Bot 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
400165OF 1B 6E 1E W899A 911F BD 89 SS F7
`Thin, drawing, has been efectignirapy signed and sealed �by
Manuel Maninei, P.E.;jR.'Lia dA im an the date `sbown
,above usinga shA3.authentica'ionxaoile..
PtiMed'cap(rs_nf .tM1is" dotuiaaat are niit;considered; signed
'and sealed amrthe OSHA-V,,autnerrticatien. cede_musr 'bE
'verdred 9dany ekctionic copies, -
`*WARNING*"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
4T** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
motion, by TPI anf7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporar�
s noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
cations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610,
ate. to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
ndard plate positions.
rrPI 1; orfor h
acceptance
any structure
failure to build the
g or cover pa e
rn. The sui bihty
n
Gable Stud Rein-Forcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 -
n- tan m i,, Wtn4 zne 4_ /V Moon Nolnh{.-par{inlly-Enclosed-Fxonsure-D-Kzt-=-1:00 -- -
S
2x4 Brace
Gable Vertical
pacing Species IGrade
No
Braces
(I) lx4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace x
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'
e' 1'
9' 3'
9' 7'
12' 2'
12, 8'
14' 0'
14' 0'
U
p
S P f
��P
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
S Stand-studard
3' 8'
4' t'
5' 3'
6' 7'
7' V
B' 11'
9' 6'
10' 4'
11' 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'
-�
14-
S P
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
1 9' 7'
12'. 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
t0' 11'
tt' 8'
14' 0'
14' 0'
11.1
F
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10' 1t,
Ill 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' it,
9' 8'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
to, 7'
ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
:p
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H F
Standard
4' 2'
6' V
6' 5'
1 8' 1'
8' 8'
10' 5'
10' 10'
12, 8'
13' 7'
14' 0'
14' 0'
QJ
#1
47
' '
77
' '
7Ill
'
' '
90
94-
' '
10, 8'
It, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
1 11' 0'
13, 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
S' 6'
9' 1'
10' 6'
10' Ill
13' 4'
14' 0'
14' 0'
14' 0'
QJ
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11,
13' 4'
14' 0'
14' 0'
141 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
it, l0'
1 12' 7'
140'
14' 0'
Q
#1 / #2
4' 10'
e' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
1 8' 2'
8' 5'
9' W
10, 0'
lt' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
u'
U
0
L � F
f�l
Stud
4' 7'
B' 2'
8' 5'
9' S.
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
# 1,
5' 1'
8' 5'
8' 8'
9' it,
10, 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12, 1'
14' 0'
14' C'
14' 0'
14' 0'
d
OU'
#3
4' 9'
7' 4'
7' 10,
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
47- 9'
7' 4'
7' 10,
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' It'
8' 8'
1 9' 3'
1 11' 6'
12' 0'
1 13' 7'
1 14' 0'
14' 0'
14' 0'
able Truss
,
Diagonal brace option
-F
vertical length may be
doubted when dlagonat
18'
X
brace Is used. Connect
L
diagonal brace for 600#
at each end. Max webV14�-
i
Brace
total length Is 14'.
iiE1IE
2x6 DF-L #2 or
better diogonat
7
Vertlr"al length shown
brace, singleIn
X(as
table above.
or double cut
shown) atupper
end
Connect diagonal at
midpoint of vertical web.
41t
Refer to chart above for rl
'"ARRDlrax READ AND FOLLOV ALL (ales -ON THIS DRAWM
..DWMTANT.w RRiU M THIS DRAVW To ALL CMURACTDRS 47pUDIM UE VSTALLERS.
�� t
Trusses require extreme care Infabrtating• handUrrp.shI;Vng, Imstalling and bracing. Refer -to and
Falls. the Latest ➢CSC (11111ding Component I'll Infornntim, by 11 and SBCA) f*" "Ill
s y
edition of
pr'actices pMO to performing these functlons. Installers shalt provide temporary hratlng per BCSL
=
Unless noted otherwise, top chord shag hove properly attached structural sheathing oral bottbn nMord
r
rl ft
d 11 1 L-J 111 2
ILI�IUr �11L11 ILf�'
shall have a properly attached Mgld celUng. Locations shown For permanent lateral restraint -of wets
shall have bracing installed per tMSI sections 43, 07 or RIO, as applicable. Apply plates to each face
f truss = posltim as shown above and on the Joint Detalls, unless noted otherwise.
ReFer to drawings 16OA-Z for standard plate positions.
^�.
COMPAW
Alpine, o divWom of ITV Buttdng Components Group Inc shalt not be responsible far any devlatlm from
A:
AN 1TW
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
Installation 6 bracing of trusses.
A sent On this dra.Iq - cover page Listing this dro hg, Indicates acc.pt- of professional
M
'
engl'earing re solely fen the design shown The sultaW y and use of stale t4nwtrig
=11;
for any ad',fCtur'e Is responslbWty of the Building ar per ANSt/iPI I Sect,
13389 Laket,nnt Drive
Earth City, MO 63045
For more Information see this Job's general notes page and these web sites,
ALPINE, wwwatplhwItwcomt TPA www.tpinrt.orgl SBCM www.sbcindustry.org) IM www.iccsafe.org
Bracing Group Species and Grade
Group Al
S ruce-Pine-Fir Hem -Fir
#1 / #2 1Stamdar:d:j 1 #2 1 Stud
#3 1 Stud 1 #3 Standard
Dou las Fir -Larch Southern Pinexxw
03 03
Stud Stud
Standard Stnndnrd
Group Bt
Hem -Fir
#1 & Btr
#1
Do las Ftr-larch Southern Plneww.
Di
#1 #I
#2 #2
lx4 Braces shall be SRB (Stress -Rated Board).
xwfor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing 45 psf TC Dead Load).
Goble end supports toad from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) nalls
DI( For (1) 'L' brace' space nails at 2' o,c,
In 18' end zones and 4' ac. between zones.
)K)KFor (2) 'L' braces' space nails at 3' o,c,
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length,
11 Gable Vertical Plate Sizes
S lice
Vertical Length
i Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
4TIATS Op . IMAX.
TOT, LD. 60 PSF
MAX, SPACING 24,0'
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or% t40 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nil , IPa mnh Wind Koppel. 30' Mpan HPinitt. Partlattv Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace 1(
(1) 2x4 'L' Brace w
(2) 2x4 'L' Brace w
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace Is
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13' 9'
14' 0'
U
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' e'
9' 1'
li' 3'
it, it,
13' 7'
14, 0'
IJ F
Stud
3' 6'
S' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
it, 2'
11' 11'
13' 7'
14' 0'
O
fl
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
B' 11, 1
9' 8'
10' 4'
13' V
14' 0'
—�
S P
41
3' 10'
1 6' 4'
6' 7' 1
7' 6'
7' 9'
8' 11'
9' 3'
ill 9'
12' 2'
13, 11'
14' 0'
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
IS' 7'
1 12' 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10' 10'
13' W
14' 0'
iv
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' ill
8' 9'
9' 1'
10' 1'
10' 10'
13' 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' it'
9' 7'
12, 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5
e' 9'
to, I'
to, 6'
13, 3'
13, 9'
14' 0'
14' 0'
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
B' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
L
U
O
P
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' 10,
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
0
P
#2
4' 2'
7' 2'
7' 5'
8' 5'
B' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3 -
4' V
5' Ill
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13, 3'
14' 0'
14' 0'
T"
D F L
Stud
4' 1'
5' 11'
6' 4'
7' I1'
8' 5'
10, 0'
10' 5'
12' 5'
1 13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
1 10' 2'
it, 0'
11' 9'
14' 0'
14' G'
#1 / #2
4' 8'
7' 11'
8' 2'
1 9' 4'
9' 8'
to, i'
Ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
e' 1'
9' 2'
9' G.
10, ill
it' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 61
10, 11'
it' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
H P
t I
Standard
4' S'
6' 6'
6' 11'
8' 6'
9' 3'
to, it,
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
P
#2
4' 8'
7' Ill
8' 2'
9' 4'
9' 8'
ill 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
c
D f L
#3
4' 6'
6' 10,
7' 3'
9' 1'
9' 7'
11' 0'
Il' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 6'
6' l0'
7' 3'
9' 1'
9' 7'
il' 0'
11' 6'
!4' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' V
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13' 7'
14'
About L
able Truss
Diagonal brace option,
T
vertical length may be
i
doubled when diagonal
18' W
brace is used. Connect
L I
diagonal brace for 690#
'L' -Ij-
at each end. Max web
Brace
total length Is 14'.
ilf3iE
2x6 DF-L #2 or
better diagonal
T
Vertical length shown
braces single
8,
In table above.
or double cut
L 1
45'
(as shown) at
upper end.
Connect diagonq at
midpoint of vertical wet
- .— a- 6LP4 _
AN ITWCOMPANY
1336D Lakefront C(Ne
Earth Gty, M063045
`Vly � `U1 Refer to chart above for max g&+blleluter (NeJy leng
VARNDHR" READ AND FTDlOV ALL NDYES a THIS DRAVINfil .�` iva ''i
-I WMTANT>v rLPI N THIS DRAVIM TO ALL CONTRACTORS INCLUDING THE BISTALLMS.i
Trusses quire a trene care bt fohrI—ting, handling, shipping, Installing and brodng. Refer to and �jY.NS "�
.low the latest oatlon of SCSI (D.Rding Conponent Safety Inf—Al-, by TPI and SSCA) far safety
octic- prior to performing these functions. Installers shall provide temporary I r dng per BCSL Z'
Less noted otherwise, top chord shall have properly attadied stru turat sheathing and bottom chord Zp�
all have properly attachwd Hgld ceiling. L... Van. Shorn For perm nt lateral est-Int of webs - Ivy l'
all have bracing installed per SCSI sections 33, 137 ar Btu, as appllcabte. Apply plot" to each Face
truss and Cosition as shown above and on the Joint Details, unless noted otherwise, 1�
Fey to am. 9. 16W1Z-for standard ptate positions.— — -- - - ---- — — — - —
Alpine, a division of ITV BWtNng Components Group Inc shalt not be responsible for any deviation from e / A7E OF
Is d-wina, any failure to bultd the truss In conformance with ANSI/TPI 1, ar for handling, shipping,
'tallation L b eing of trusses. AN �V_
A seat on this drawNp or cover page listing this drowhdc g, Inates acceptance of professiwal T.j -
glneerirg respansaiRtty solely far the deskin use shown. The suitability and of this drowirp . Q IT S ,
r any structwe Is the resparrdbYity of the MO* De -I— per ANSI/TP3 I Sect
ALPINE r.w.nlpinelt•.cami TPI ew—tpbisatbergle BCN www.sbciioustry.orgige and e IM www ccsofeorg ,lf �'¢1tiG§p �"!'!YF4 14tait
Bracing Group Species and Grades -
Group Ai
S ruce-Pine-Fir Hem -Fir
tll / 02 Standard 1 #2 1 Stud
#3 Stu I #3 Standard
➢ou las Fir -Larch Southern Plnewww
#3 #3
Stud Stud
Standard Standard
Group B,
Hem-Ftr
#1 L Btr
#1
Do u tas Flr-Larch Southern Plnew■w
#1 #1
tt21 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
wwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boardri Group B
values ma be used with these rades.
Gable Truss Detail Notes,
Vint! Lood deflection criterion is L/240.
Provide uplift connections for 135 plf over
continuous bearing <5 psf TC Dead Load).
Gable end supports toad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with 10d <0.128'x3.0' min) naps.
)K For (1) 'L' brace. space naps at 2' o.c.
In 18' end zones and 4' o.c, between zones.
)K)JEFor (2) 'L' braces- space nalls at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Length No_S lice
Less than 4' 0' I 2X4
Greater than 4' 0', but 1 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 detail,
REF ASCE7-10-GABI6030
DATE 10/01/14
DRWG A16030ENC101014
MAX. SPACING 24,0'
Gable Detail
For Let -in Verticals Gable Truss Plate Sizes
S If web has a scab brace, then webs Refer to appropriate Alpine gable detall for
to be braced with 'L' or 'T' braces.
Brace is 90% of member length. (E)Refer to Engineered truss design for peak,
splice, web, and heel plates.
Gable vertical length ®If gable vertical plates overlap, use a
+ greater than 48' L' single plate that covers the total area of
or 'T' brace required the overlapped plates to span the web.
� 'Pc +
�ssg Example) 2X4
2x4 *2X8
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'LI or 'T' brace required
IT
Relnfoi
Menlo
Go
Tr
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nails,
10d Common (0.148'x W,min)Nags at 4' o,c. plus
(4) nails In the top and bottom chords.
Toenalled Nnilsi
10d Common (0.148'x3',mIn) .Toenails at 4' mc, 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
A11515ENCIM014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEE101014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detoll
'T' Reinforcing 'T' Reinforcing
Member Member
Toenail - Ur - 1 nV, End-nall
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) = 30% = 1,30
W 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T` Relnf.
'T'
Mbr. Size
Increase
2x4
30'%
2x6
20
���l� (i
Q lUi�\\iJI
AN IIW COMPANY
133691.akehntorw
Eat CV, MO63045
WOV WAD AM �mr ALL W= M Tts z�1mxA
eeDP6tTAtfM1e fuRiuvl T1aS mAvtwG To ALE. culTltAeTtlts nlLLuoa+G TfE 1NSTALLFRS,
Trusses requY•e extreme care In fobricatin0, handling, shippYp, installing and brainy Refer to and
follow the latest edition of ctdirg oarpm+ent Safety imfarnntWn. by TPI omd SBCA> for safety,:..
ctices prior to perfondng these funetlons Installers shall provide tempo y bra per BCSL
ess meted otrerwke, top Chard shall hove property attached serucwat shea'orthina n bona+ chard
shalt have a properly attached Hold ce0lny Locations shorn for pernsmart lateral restroht of taps
and an +h joint or &lL as un essbla. Apply plates to oath face
of truss and ppoosltian att shorn above and an the or 1110, s. sinless Le. A otl�e late
shalt have b•a�r�p kin cis d per Wave
Refer to drowMps 160A-2 for standard plate poakbns.
Atpine, a division of ITV BuUddinrqo Components Group hrm shall not be responslNe for any deviation fran
this orawirg, any faUure to huRd the truss In cmtform*nce with ANSIiTP1 1, or -for handUM sNppbio.
installation i braclg of trusses,
A seat on this dr awlnp or cover pa�e tbriy efts draet+y Mertes acceptance of professional
by y for the drown. The sukobRlty aril use of efts dia*rw
for any atruetvro a is the resporutl[Pty of tin bAdln9 G ter NLSI/iPI I SacB
For more Information sw irk ,lob's 0enarnl notes pa0e and thaso tab rites' a
AMND www.n eitwcom! TPD wwx tptnstar01 m awe�cY�ustryIrgi ICG wsrhesafe,or
io tea -
a�.r' $ 'tiF
VZ. 4aa582 '
ez -
•ai
y4`! •�. l,dt,�
aamz�Dsaau nasm ...
-q W
MAX. TOT. LD. 60 PSF
REF LET -IN VERT
DATE 1O/01/14
DRWG GBLLETIN1O14
DUR. FAC. ANY
MAX, SPACING 24,0'
x Hip Frame Details B I L� Hip Frame
\.IAVA MI...
2:
'R'
Lthed
Use this detail
ASCE 7-10, 180
fort
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
Hip frame
- provided by truss manufacturer,
is designed to provide bracing for flat top
ASCE 7-10,
ASCE 7-05,
160
140
mph,
mph,
30'
30'
Mean Hgt,
Mean Hgt,
Partially
Partially
Enclosed,
Enclosed,
Exp
Cat
D,
II,
or
Exp C, or
chords of
hip frame system where indicated, Flat top
ASCE 7-02,
Residential,
140 mph,
Wind TC
30' Mean Hgt,
DL=4,2 psf, Kzt=1,00
Partially
Enclosed,
Cat
II,
Exp C,
chords of stepped hip system must be So, Pine lumber,
Structur 4 anels must be properly attached directly
To hint O-Y i!ilWrUns,
AN RW COMPANY
13389 Lakefront Drive
• Earth City, MO 63045
wwVARNDdG" READ AND FMIMV ALL HUES TON THIS ISPAVINO
nU1P[RTANTM FIF[SH NTHIS DRAWM TD ALL CMfMCTORS MIX111 A. THE INSTALLERS,
.—
�` q
Trusses require extreme care In fabricating, hondlln0, shipping. lnstatft and brocing. Refer to and
R
ktow the latest edition of BCSI CBUM1d;1 Component Sofety Information, by TPI and SEW for safety
actIces prior to performing these functions. Insknllers shall praveie teriporaryy brodng per BCSI.
top have aktached structural sheathdm0 and bottom clmortl
,ess noted otherwlse, chard shall properly
,aU have a property at%ached rigid ce04,g. Locatbnc shorn far permanent lateral restraint of webfi.
_
loll have brotlngg Installed per BCSI sections B3, 87 or 1110, as applicable. Apply plates to each Face
truss end ppoosition as shown above and ar, the Joint Detaks, unless noted atherxlse.
fer-to-drarinOs-160A^Z-for-stantlnrtl-plate-positions.-
:
Alpine, a division of [TV Building Components Group Inc. shot( not be responsible for any de tat from
the truss !n dth ANSI/TPI 1, or for hnn shipping,
5
w
Is drnring, any fa8ure to bu0d confornnnce g.
ltolWtlan 6 bracNB
A seal am this dr,&.6V a cover page listing this draeing, hdcntes ncceptonce of professional
gy
solely for the desk7n s/n&M The
r an Is time rasporuWitY oP kiw Bali Designer peryARSUTPI 1 Sec&
an
y�ewaeapons 1.
For more InForhaticn see this .Job's general notes pane and these web sites,
�GEIN !� REF HIP FRAME
No DATE 10/01/14
DRWG HIPFR1801014
0vp
10172
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It
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' ox, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Engineer's sealed truss deslan drawinn for planyback and base truss specifications.
Detail A 1 Purlin
12
Up to 12 17
4' 2'
I 2'
Spacing = 24" c,c, or less
o.c. max
4'
i—Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c, spacing in between,
Detai; D n Purlin Spacing > 24' o,cr
P199Ybnck cap truss slant Walled to all top chord purlin
bracing with (2) 16d box nails (0.135'05') and secure top
chord with 2x4 k3 grade scab (I side only at each end)
attached with 2 rows of 10d box nails <0.128'x3') at 4' o,c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'0,5'),
Up to 12 V I I I I \\
4
\\ I I \\ ( I I // I I cq- o.c, max
Full
Chord Scab (Typical Each End) Chord Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c,
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max. and use Detail A. _
-WAR)UNR - RFM AND FMAJ3V ALL NaTES QI THIS BRAVMG \�\
1!� vD4G TO C—TRACTORS TNCLUDDVG THE nlsrALLERs �•
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails <0.135'x3,5')
and secure top chord with 2x4 03 grade scab
Q side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using <2) 16d box nails <0,135'x3.5').
The top chord #3 grade 2x4 scab may be replaced
with elther of the Pollowingi Q) 3X8 Trutox
plate attached with <8) 0,120'xl,375' nails, <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) 0.12014,375' nails. Note, Nalting 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 Trutox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c. front to back faces.
APA-Rated Gusset
B'x8'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c, with (8) 6d 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 02, full chord depth scabs (each face).
Attach @ 8' o.c, with (6) IOd box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) in
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c, Attach teeth to plgg back at time of
fabrication, Attach to suppor Ing truss with
(4) 0.120'xl.375' nails per face per, ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
w ORTANTse FU MSN THIS DRA ALL
Trusses require extreme core In fabricating, h.MUng, sHppft, InstatlMg and bracingp Refer to and �\` h
foaos the latest etlI of BCSI ®u4, In,—, Safety Infornatlon, by TPI and SBG\) for safety �� �� �\V C�S
proctic.s prior to perf-mMll these fu ,ctlons. Installers tint( p—ld. tenparary �braeft per B=, v
the ss noted otherwise, top chord shall hewn properly attached etructwat sheathing and batten chord z
shall have a properly attached rigbi ce!Ung. Locations sham Per pernanerrt lateral restraint of webs IV
shall hove brochg Installed per BCSI sections 113, 87 or 81a, as npptlr bi., Apply plat.. to each face ra
of truss and ridtl n as shown above and an the Joint Details, unless noted otherwise.
Ill�il��� Refer ta-drcninpa 16HA-Z for -standard -plate positions.— -- nL/
Alpine, aB vision of ITV Bullding Conpwent. Group Inc, shall not be responoble for any s o�fron t7+,f�7-� Q
AN rrW COMPANY this drawing, any fall— to butt the truss In con ornahce with ANSI/TPI 1, or for hart
Installation L brodng of trusses.
A mat on this dr.*V o— cover page Usting this dr.Ng, Indicates acceptance of professional 6 �%.
emBInen'InB resporv,Hh@,Ity sdely far the design shorn. The zVbpUty nrW use of tits dr`"V $? � , � Vk •�•
Co- any strt,ct,e'e Is 311Q rrspars6�ilty of the B,deMg Des7gier per ANSI/iPI 1 Sec2
13389 LaYehont Orive-+he`t��l
R EaAh City, M063048 ALPINEr walolneib can aTPBsee
w—tobistoraj SECA, wwnotes
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REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
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Cracked or Broken Member Repair Detail
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces May be increased for
or web member.
This design is valid only for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nall Into 2x4 members using two (2) rows at 4' o.c„ rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area,
Broken chord may not support any tie -In toads,
s
L L
4' O c
Typical ~
+ o + o + o + o
o + o + o + o +
—1 2' F--
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsl
o = Front Face 2x4 Member - Double Row StaggerE
2x6 Member - Triple Row Staggerer
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4°
975#
1055#
1495#
1745#
Web or Chord
2,46
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
1 3535#
3635#
4295#
4745#
Web or Chord
2x4
4 °
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
S
L
�Dlstonce
B
L
Ninlnun
L Distance
B
L
�"�
L/
Nail Spacing Detail
�1
I ��t.1 "''"''
L -
Is
I7 �� II��
Q 11 ILJIQ _
—VARDQM READ AND POLLOV ALL NOTES ON THIS WAVING]
..D4PGRTANT.. FURPOSN DOS WAVING To ALL CONTRACT(IM DIMMING THE INSTALLERS.
Trusses require xtrene c re eh fabricating, handling, shipping, InstalUng and bracing Refer to and
farm. the latest edition of BC SI (Buldng Component Safety Information, by TPI and SBCA) for cafaty
practices prior to perfo l g these functions. Installers shall provide tenporory brodng par BCSL
Unless noted othervise, top chord shalt have properly attached structural sheathing and bottom Char
short have, properly attached rlgld crUing. Locatlons shorn for permanent lateral restrolnt of webs
shall have 6roUng Installed per SCSI sections 33, B7 or BID, as applicable. Apply plates to each Face
of truss and position as sham above and on the Joint DetaAs, unless noted otMeMse. _
Refer to drdwlnos 16OA-Z for -Standard "plate'positlons -- - ---
`� \ " .
Q, �� r,
�' � Y
- No,
__ _
Or
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
_. AN ll W COMPANY
Earth City. MCI 6133119 30as
Alpine, a division of ITV Bu¢ding Components Group Inc. shall not be responsible for any deviation from
this abn trg, any fortune to buRd the truss In confornance with ANSVTPI 1, or for handlIng, shipping,
v stniWtbn a b—Ing of trusses.
A seat on this drawing w cover page Us" this droving. Indlcates acceptance of profe gs l
eng4ieerbig re po7TI soWy for the design horn The Designer blity Sl/TPI 1 See2 dw.ing
for any stncture Is the responsmWSy or the
ALPDVE rim.ie(°i elsncomi TPI, s-t`m�c bps general not°s 1page nM theseQM rllccsaf°arg
P P t.argi SBCM wrr.sbclntlucv
��f1
7
4i Q , <
Ip ��1
"ij�t'S1
fj V
/f�����ff 11111M 0ALL %,
SPACING 24.0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH T0� ILLER
[• (.`EXISTING FILLEERI
— 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' D.C. MAX., OR SEE NEXT OPTI❑N.
— 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 SECTI❑NS OF A TRUSS),
BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' D.C. MAX.
SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FORS
STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME.
DRAG LOADS CONNECTED TO THE FALSE FRAME.
TOP CHORD APPLIED FALSE FRAMES,
LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0').
FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE .CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CON➢ITI❑NS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
rHANGF RASED ON THE NEW FRAME L❑CATIONS AFTER M❑DIFICATION,
SHOP APPLIED
USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (J❑INT 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) lOd BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
— MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL J❑INT IF
DESIRED,
— VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (❑NE 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 J❑INT, ATTACHED WITH
(6) lOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
w WPJ ✓ Mow READ AND srwrnV ALL NaTES tH THIS MAVDe-il 0" S� IVIA/��:''{rr REF BC FILLER
"DOIMMIT><s fIMIISH T111S MAWM TO ALL CONTRACTMS RICI.OW Iig INSTALLERS.`V / W
Trusses require extreme care In fabricating, handling, shipp4liR, lnstalllrw and brnchR• Refer to and `` \ /.��(•, ,A�°dr,' DATE 10/Ol/14
folio. the latest edltlon of HCSI G.Wng Component Safety [n orrotlon, y TP[ and SBCA) for safety t]
pprraactices prior to Performing these functlons. lnstailers shall provWe tanporory braMg per HCSL V - "�
UH.ss noted otherw.0, top chord shall have property nttnchvd stncturnl sheatNng and batter, N DRWG REPBCFILIC14
shall hove n properly at+A d Ngid welling. Locatbrrs shown far permanent lateral restraint of webs
shall have brntlnp hstaUed . HCSI secibns B3, H7 or HIg, nil aPd ne.o Apply plates to each face
III III 11111=7_--. of toss nrd ppoodtbn as shownnhov. and on the tht Detnls, LWAO noted otherrlse.
Refer to dra.hgs 160A-Z for stantlord plate positl n cJ' A � � �}
Alpine, . dvlslon of ITV Duldtrg Components raoup 1x shaU not be responsible far my vl4ttiion frcM MI rtWCOMPy1NY this drawing, any failure to bold the truss In eonfarrrvice with ANWTPI t, or far nil w
Inst.H.1bn L bmcing of trusses.
A seal on this dra hg or rover page Usting His drawing, ku0cates acceptance of professbrwl . y-.
engkre.rYg respons�Uty solely far' the design shown. The sJtaWty omd use of His drawing i ® V R1 v
for ury strucdr•e Is Hfe raspulsWkY of the Buedfng Des7gner por ANS11M 1 Sac&"�'FcQ1
E.11h Lakefront Odve For more Infonntian see this Job's general notes page and these web sites, j�r� ,q
Earth City,M063845 ALPLIEr wwwaialnelb.eanr TPIi wrrtahst.orar SHCa xww.sbcindustrVarar ICO —.1"safe,ora '"/4..' MPN4AL
SCAB 2X4 OVERHANG DETAIL
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 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (O,128'x3,0', min)
naps at 8' o,c.. plus clusters of four nails where shown in figure below 00.
NOTE: #2 is the minimum lumber grade allowed for all species,
NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections,
oVARMMUr READ AND fTALOV ALL KITES ON THIS DRAVDlO
OPIYtTANT•� FUMIDW TM DRAVM TD ALL CM#MCTMS INCLUBM THE MSTALLERS.
Trusses require extrent core In fabrtcatlrg, handit, shipping, histatUng and bradng. Refer to and
folio, the latest edltlon of =1 ®ultling Component Safety Dsfornatlon, by TPI and SDCAI for 1Z-Ty
practkes pNor to performing these functions. Installers shall provwa temporaryy brndng per BCSL
ll� ss noted othe-1-1 top chord shalt hove property attached structurol ahaathing and button cha
shall have a properly attached Hold -Ahg. Locutions thorn Por permanent lnterol restraint of vets
shop have b-CIN Installed per BCS1 sections 83, B7 or D10, ns oppllcnble. Appty plotx to each face
of trust and ppoo-tZ as shorn ebove and on the Joht Detals, uNesc noted otherrlse.
�� -" Refer to tlro,ings 160A-2-far standord plate-posltt - --- - —
Alp4ne, a dvlsion of ITV Bu0.dno Components Grolq Inc shall not be responWble for any deNation fr
AN RWCOMPANY tNs drosMg, any fatture to bJld the truss In canfornance slth ANSVTPI 1, ar for hnndUrg, sNpp4lg,
Ylstallotbn L hracing f trussos
A sent on this drarhp ar rover page UsWng this drn•hp, 4ldcntes acceptance of pnrofesslarnl
0 ro y solely for the d•'slgn ahon. the sWtabNty ord use of thLa druehg
nny
13389 LaneDont Urine for struc<ureturctice rc�ansbRlty of tM BJldng OeslDrer per MSI/iPI I Sect.
Earth City. MO 83045 For Hare Wornntion see this Job's generat notes page and es these reb sit
ALPINE, —Atpinelt,.conl TPI, rn.tpinat.orgl SBCA, •rr.sbclndustryorg, ICG nWk—f—rg
TOTAL TOP CHORD
LOAD NOT TO
EXCEED 40 PSF
(DEAD PLUS LIVE)
DUR, FAC, 1,15/1.25
SPACING 24'
REF 2X4 SCAB ❑,H,
DATE 10/01/14
DRWG ❑HSCB2X41014
i
I
O 12 (2) 16d TOE NAILS
jVARIES OPTIONAL SCISSORS BOTTOM CORD
i
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
I
I TYPICAL END JACK (EJ)
N.T.S.
A i 12
VARIES
i i -J- i c MHA. Jf'NIV
TYPICAL CORNER JACK (CJ)
N.T.S.
—(4) 16d NAILS
See Connection Detail
—(4) 16d NAILS
See Connection Detail
EJ - W
End Jack(Ed) W
0
} G, _
eveled Jack (BJ) 1,
0
m W
(BJ) ..
CONNECTION DETAIL
(BJ) m = (2) 16d GUN NAILS LOCAT
m FOR EACH ION
SHOWN TOP & BOTTOM
2x4 SYP Nailer 16" Long
6'-0" MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
'
WEB CONFIGURATION
2 _
B VARIES 1
{4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED SET INSTALLATION ,qaa°111ddddr
TYPICAL LOiADING (P.S.F.) +® P .•�C.E•%V
� nte: selrlctFs: 4
�. F�'• o
TOP LIVE LOAD:} 20 zG TOP DEAD LOAD'15 7 _� No •. MANUEL MARTINEZ, P.E.
;
BOTTOM DEAD LOAD: 10 10
TOTAL: 1 45 37 e m FLORIDA REGISTERED ENGINEER
STRESSINC. 1.25 1.25 0�=®(%-��t LICENSE # PE 47182
WIND DESIGN: M 160 MPH PER o � " STATE OF : iU
ASCE 7-10 MA> 24" O.C. o �.• RL V
••WARNING" Read & F%illow all notes on this drawing. ���5 •'• 0 R IV.."
Nee
Furnish this drawing to all Oontractors including the installers. d�A ��O
dd1llA/lT