HomeMy WebLinkAboutTrussn
39,8,E
11'
m m m
Bd W m
BJl
BJ
BJ
E7
E7
A14G
Al2
A10
A8
A6
A4
N
A
A2
0
i7
00
0)
Po
AlA
---
a
N
O
A3
A5GE
ri
M3
n
HI
C1GE
B1GE
21'4"
L C��So
Q1 aPf'RROVED ❑ APPROVED AS NOTED"•
❑ REVISE & RESUBMIT EJ RI:.IECTED 1 RtSUBMT
• NOT REVIEWED ❑ FOR YOUR INFORMAT11 I`
Submittals are reviewed for conformance with design intent
and general compliance with the Contract Documents only.
Wations Do No! AuDmize ChaW to Contract Sum. '
Approval, comments and/or corredtions does not relieve the
Contractor from compliance with the Contract Documents. The
Contractor is responsible for confirming and correiatitig all
quantities, dimensions, tolerances, clearances, faMcation
processes, techniques and sequences construction,
compatibility of materials and methods, ination of their
work with other trades and subcontract , performance of- , .r
%%vrrk in a safe ariO satisfactory manner for full complixze-
with the Cm*ad Dmunw s
• DEMiQW)UP
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE.
ED
• UNLESS NOTDIMFREN6E
NL HANGEIS ARE USP'HNS29•.
8'-B" ELEV.:
ROW TRUSS OsaN CRITM
noon TRUSS O9aN caTem
LCLL 20 Pat
T.CL1. 40 Paf.
LCDL 7 pmt
T.CDL 1 I pat
B.CDL 10 Pit
9.CDL 5 P.af.
TOTAL 55 P.st
TOTAL 37 Pat
DURATION FACTOR 1.25
DURATION FACTOR' 1.00
V00 STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
114ND :PEED 160 m.ph
2• FOR PLUMBING IF NESSARY
BUILDING OIP091RE C
FLOOR TRUSS SPACING
BUILDING TYPE OF
2'-0• UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2%4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3 I E
H
all
011
UNLESS NOTM
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES VATHOUT
AUTHORZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR WISING PIECES.
NO BACKCNARGES WILL BE HONORED.
WARNING
IaNWNIaNM. RAYMG GaCRnN AHopN PWNMFNR S+.ONo a Nor nc RRRsa�
a-,IE ,IN59 NBaQ PINE NNAAIiAeNRR. � „� F/8A'ATW. PD6aB
9TELINO IIa13'E1 .NR: WOa[D ro SmC PAaRFSSOIAL Atha: RrAruNo
niana, a+AOM MaN O AtfAn REGIFWD ro nR.TaCT TOTING NO
0aO101a aEa1C E)ECIOtl NO RDWMRaf eiMNG Mal WT BE fE0Vfd0
N � APNGIN6 SSE TANdi dal lRl•45 fNERRTI(R AIO
I[CaAmeAlnSED fat MI,mR NIaO,AIRL
BE INSTALLED
I,RIS9 SMNL fE tMJID N A SNN(iR Na nL18 pWGaL WG1E„D SIEAl1R,C
a AIR® RRFGItT ro To' MOAN eorlGN Own THEY9HNL re HM®
u smm a TKNIOO® flax TN,S50 91YL tc NA,Al19 �
Irisa,AOE cve IMAaNN: DWtnaN m nEYNNT oAOA¢ w PDaaRAI TxNK
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CON ECTICN FOR TRUSSES
To SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
SPECIAL FOR CALEQUIPMENT
Awia°%OPLUMBINNG (RAND THEIR CSC IONS)) IN TTRRUSS
MUST BE DIAGRAIRRED BY BUDDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
719S COMPANY IS A TRUSS MANUFACTURER WMOSE
RESPONSIBILITIES ARE umnED TO THOSE DESCIBED IN MCA
1-1995'DESIGN RESPGNSIIX111W. ACCORDINGLY. R DISCANB
ANY PEE'SPO7S>N176 AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWNGB, DOCNENIIS INCLUDING THE INSTALLATION NO
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
_ YOUR SIGNATURE WILL AO010WIDGE.
1) AUTHODLI71ON TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL D NIENSIONS AND CONDITIONS
INCLUDING WALL HEIGIM ROOF PITCH. HEEL HEIGHT.
OVERHANfS. CEN45, ETC.
3) TRUSSES WILL BE MADE N STRICT ACCORDANCE
NTH THIS TRUSS LAYOUT.
' 4) 1 HAVE REM AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
RECUESTED YR ISS SHIPMENT DATE
( ACTUAL TRUSS SW GATE IS BASED ON OUR CURRENT DDIYFRY SOEDOE )
R
E
V
1
s
I
D
C
N
S
R AN EY
COMPONENTS,
LLC
19990 Independece BMW.
GROVELAND FL 34736 AR NEY
OFFICE. 352-42CChqPONENIS
FAX3527429
E-MALL• TrgaPlantOMneycomponentB.com
Lo''119 Cree side
BB 1828 Cali "D"
03-30- 077 1 GLMTI
RANEY COMPONENTS
aney II 9900 Independence Blvd.
Groveland, FI 34736
DII1 j90112tiiS, Ltc Phone: �352)429-9429 Fax: (352)429-7429
.--Job Information:
Address: ----- - - ---- - -
Customer Name:
Creekside Lot 119
DR Horton
3105 Yellowstone Cir
Description:
City, State, Zip:
4EBB 1828-Cali "D"
Ft. Pierce, FL
Cover Sheet
Order #
JOB # 136DCS119
Printed: Fri, Aug 25 2017
FOR Name and License Number:
Roof Loads: Floor Loads:
TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead:
i
20 7 0 10 0 0 0 0
Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 21 Total 21
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1
Al
2
AM
3
A2
4
A3
5
A4
6
A5GE
7
A6
8
A8
9
A10
10
Al2
11
A14G
12
B1
13
B1GE
14
C1
15
C1GE
16
M3
17
EJ7
18
BJ5
19
BJ3
20
BA
21
CJ7
Page 1 of 1
RANEY COMPONENTS
Qllev 19900 Independence Blvd.
Groveland, FL. 34736
O»1pOnentS, LLC Phone: (352) 429-9429 ` Fax: (352) 429-7429
narllinn 1nfnrM!3Hnn-
Cover Sheet
Order #
JOB # 136DCS119
I
I
LPrinted: Thu, Mar 30 2017
Roof Loads:
Floor Loads:
TC Live:
TC Dead:
BC Live:
BC Dead:
I
TC Live:
TC Dead:
BC Live:
BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code:
Wind Std.,
Wind Speed: Bldg. Useage:
Building Type:
Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II
C
MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 21 Total 21
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
5 A4
9 A10
13 B1GE
17 EJ7
21 CJ7
2 A1A
6 A5GE
10 Al2
14 C1
18 BJ5
3 A2
7 A6
11 Al4G
15 C1GE
19 13,13
Digitally signed by Manuel Martinez
M a' n U e I Yi Rep esen tive, ou=M ACES Business
r
Representative, ou=M AND E ASSOCIATES
% P A., cn=Manuel Martinez,
Ma,rtie,..
09.234219200300.100.1.1=A01096900000
04798 703 000A48:
#sf
517
t���17.03.3013:48:42-04'00'
/� bat DC version: 201 S.006.30280
00�-
•+ar .�' Azl
o
M ,weF
40:015A 3$ Ff bB $i i30 i3B 7F 48 00 993E &5`FB
tktiz itemnostie- aeleutanlcsttp sa�nedxnd scale@oy tAgn�cfMartinuh
PE OL7Ut o4il R21.cn tj16'].- itawakb V lr.1n§a SHry•3
'authcrtitatldn odc.
Printer ccpi-cl tl•& dccernent srQ not ccml�.md dgmd and:-1.d
and Ff SEA lacttlrrntltatlnn Cqd. nlrs[6c,Ucrifcd cri aiv/elc.:tmnk
',•io-pf..�
Page 1 of 1
4 A3
8 AB
12 B1
16 M3
20 BJ1
r ti
Job Number: 136DCS119 I Ply: 1 I SEQN: 704148 / T10 / COMN
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 16 FROM: AH DRW:
Truss Label: Al Wgt: 221.2 Ibs .. / ... 03/30/17
T10"14
Tl0"14
14'4'7 19'10" + 253"14 + 31'9"2
6'S"9 5'S"9 5'5"14 6'5"4
E=5X6
1112X4 =5X6 =3X8 =5X6 1112X4
39'8"
7'10"14
7'812
6'3"4 N 0" 5" 6'3"4 TS"12
1.
T8"12
14' 19'10" 25'8" 31'11"4 39'8"
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.179 L 999 240
B 1654 / 308 / 961 / - / 445
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.389 L 999 180
H 1654 / 308 / 961 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.075 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.163 J - -
B Min Brg'Width Req = 2.0
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Mist; Criteria
Creep Factor: 1.5
H Min Brg Width Re 2.0
q
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.psf
Bldg'Code: FBC 2014 RES
Max TC CSI: 0.635
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.551
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes"
Max Web CSI: 0.609
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: 15.01.01.0402.20
A - B 27 0 E - F
1108 -1902
Lumber
B - C 1441 - 2968 F - G
1263 - 2435
C - D 1262 -2433 G - H
1441 -2969
Value Set: 13B (Effective 6/1/2013)
D-E 1108-1902 H - 1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
B - N 2575 -1122 L - K
2087 -814
� 111111t#�°
N - M 2572 -1122 K - J
2573 -1127
Bracing
�1*$$� �
M - L 2084 -788 J - H
2576 L 1128
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
� '"•a� '
web member. Same species & SRB grade or better,
*r� ...,1�
"► �„'
Maximum Web Forces Per Ply (Ibs)
attached with Bid Box or Gun (0.113"x2.5",min.)nails
y'% �:�'_;
Webs Tens.Comp. Webs
Tens. Comp.
@ 6" oc.
N - C 288 -13 L - F
467 - 735
'
C - M 387 - 558 F - K
484 203
Loading,.
M-D 483 -204 K-G
386 -556
Truss passed check for'20 psf additional bottom
* '
D - L 468 - 734 G - J
287 -15
chord live load in areas with 42"-high x 24"-wide
�.
E - L 1340 -713
clearance,
w• « ��;
Wind
• .
Member design based on both MWFRS and C&C.�.
➢rintaG.ccpiez cI;lhJs d¢carnenF azc nci canslderxd. signaC and..,.Md
andtFc_an=a uihenucatiiinia3erntmtLo vcri(sd ae ai6j�lc.iiaic
copfez:
'*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 an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary gnar
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly Y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginsTalled per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. kefer to omµ7tttYfs;;ur
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSUTPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engmeen 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 iob's general notes paqe and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinstorq: SBCA: www.sbcindustry.com; [CC: www.iccsafe.orq
IJob Number: 136DCS119 Ply: 1 SEQN: 704146 / T13 / COMN
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A1A Wgt: 253.4 Ibs / ... 03/30/17
i
7'10"14 14'4"7 19'10" 226"4 26'8' MVT 39'8"
7'10"14 6'5"9 5'5"9 2'8"4 4'1"12 5'1"2 7'10"14
E=6X12
M
O
T
N —061
J_
i
�1. 7'8"12 6'3"4 5'10" 2'10" 4' S'0"1 7'11"15 1�
7'812 14' 19'10" 22'6" 26'8" 31'8"1 39'8"
I
Loading Criteria (psf) Wind Criteria i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.234 F 999 240 B 1560 / 307 / 960 ! - / 445 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.540 F 874 180 1 1560 / 306 / 959 / - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.287 K B Min Brg Width, Req = 1.8
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8
NCBCLL: 10.00 P
TCDL: 4.psf Bearings B & I are a rigid Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.616 id surface.
g g
Load Duration: 1.25 P TPI Std: 2007 Max BC CSI: 0.550 Bearings B & I require a seat plate.
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: •0.975
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, HS VIEW Ver: 15.01.01.0402.20 A - B 27 0 F - G 1417 -2560
Lumber B - C 1439 -2769 G - H 1754 - 3397
Value Set: 13B (Effective 6/1/2013) C - D 1261 -2224 H - 1 1434 -2761
D-E 1106 -1735 1-1 27 0
Top chord 2x4 SP #1 E - F 1511 -2517
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
(( � .I B - R 2397 -1119 N - L 2971 -1289
Bracing t,
;$� R - Q 2394 -1119 M - K 26 -12
(a) Continuous lateral restraint equally spaced on �+* ` A I too Q - P 1901 -788 K-1 2388 -1121
member. Or 1x4 "T" reinforcement. 80% length of
*��` ■
9 P - 0 20 - 9
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.11 3"x2.5",min.)nails,
6" oc. ; - @ Maximum Web Forces Per Ply (Ibs)
`,...-.
Webs Tens.Comp. Webs Tens. Comp.
Wind
R-C 287 -13 N-F 214 -147
Member design based on both MWFRS and C&C.Aft C - Q 384 -568 N - G 578 -1051
Q - D 457 -200 G - L 872 -407
w D-P 471 -683 L-M 71 -3
•k . E - P 59 - 531 L - K 2559 -1200
E - N 2271 -1099 L - H 633 -187
P-N 1884 -659 K-H 466 -872
O�<a 5ar3 t7 G s N-0 18 -1
Yanked copies of tiffs-dtCnp9 -arc nei oamic.md'a"g-c and,x.aled
ar,d eMe-,hat-; yut9iCr�tasitxn cadaeninct �e unrifcd cx; anyclectranh�
ccpfes
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrfv
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attachedrigid ceiling Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face o truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to hMrl�</ +�<
drawings 160A-Z for standard plate positions.
Alpine, a. division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responstbility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or
Job Number: 136DCS119 Ply: 1 I SEQN: 704144 / T9 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A2 Wgt: 240.8 Ibs / .. 03/30/17
7'10" 14'4"8 19' 20'8" 25'3"8 31'10" 39'8"
7'10" 6'6"8 4'7"8 1'8" 47 6'6"8 7-10"
=5X8=5X6
E F
1112X4
=5X6 =3X4=3X4 =5X6
1112X4
3 5'
1'8" '
•6'3"3 T8"13
7'8"13
14' 19'
0'8'
2255'8"
31'11"3 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl
L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.151 O 999
240
B 1561 / 309 / 963 / - / 428 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.349 O 999
180
1 1560 / 309 1963 /- /-
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.066 K -
-
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.151 K -
-
B Min Brg Width Reg = 1.8
NCBCLL: 10.00
Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Reg = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.600
Bearings B & I are a rigid surface.
g g
-
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.555
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.693
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: 15.01.01.0402.20
A - B 27 0 F - G
1170 -1788
Lumber
B - C 1470 -2770 . G - H
1290 -2222
Value Set: 13B (Effective 6/1/2013)
C - D 1289 -= H - 1
1470 - 2770
D - E 1170 -1788 1-1
27 0
Top chord 2x4 SP #1
E - F 1086 -1537
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSC
��
B - P 2399 -1147 M - L
1897 - 847
Bracing
P - O 2396 -1147 L - K
2396 -1162
(a) Continuous lateral restraint equally spaced on
�r
f
O - N 1898 - 818 K - 1
2399 -1162
member. Or 1 x4 "T" reinforcement. 80% length of
''�*"�
).
N - M 1537 - 588
web member. Same species & SRB grade or better,
q�x+�'�
It
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
;a
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
Wind•
P-C 289 -13 F-M
615 -393
Member design based on both MWFRS and C&C.
C - O 388 - 576 M - G
474 - 702
gvf a
O - D 449 - 201 G - L
450 - 201
'
D-N 474 -702 L-H
389 -576
_� e
Ai.
E - N 615 - 393 H - K
289 -14
Pi;nteG.ccpie ortirs �ccwnentis�€nm ce tslccrad signed andsczMd�:
and ehcsvi«t`autncart2catfcr,Y�o-mi�t Se uurlics{cctai�olecGaric'
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary t7n
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810,
as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to m/ri�nr ill uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of rofessionai engineer . responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the luilding 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.t inst.or • SBCA: www.sbcindust .com; ICC: www.icrsafe.or
Job Number: 136DCS119 Ply: 1 SEQN: 704150 / T1 / COMN
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A3 Wgt: 221.2 Ibs .. / ... 03/30/17
T10" 14'47
7-10" 6'67
Ill2X4
19'10" I 25'3"9
5'S"9 5'5"9
E
31'10" 39'8"
6'67 7'10"
1112X4
1'
13'4"
7'8"12
5'8"
6'3"4 610
20'8"
5'10" 6'3"4
7'e"12 1'
712 I 14' + 19'10"
+ 25'8" + 31'11"4
+ 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00
Wind Std: ASCE 7-10 1
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.040 J 999 240
B 493 / 205 / 311 /- /445 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.098 J 999 180
O' 318 / 142 / 183 /- /- / 68.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.014 J - -
H 898 /408 / 659 /- /- / 8.0
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.032 J - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.531
O Min Br Width Re -
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.453
H Min Brg Width Req = 1.5
Bearings B, O, & H are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.699
Bearings B & H require a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A- B 27 0 E- F 350 - 258
Value Set: 13B (Effective 6/1/2013)
B - C 205 -472 F - G 516 -770
Top chord 2x4 SP #1
C - D 413 -109 G - H 708 -1340
Bbt chord 2x4 SP #1
D - E 342 -228 H - 1 27 0
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Bracing���►�dt6���r
(a) Continuous lateral restraint equally spaced on _�.�A"
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 ` a
6" oc. a a#iCt '
Plating Notes
All plates are 5X6 except as noted. �
a
Wind to
'`ATE OF
Member design based on both MWFRS and C&C. »
40:01:5A 38
his itcra;nas beer
i Ixl: lic. p3F192
vrintcc copies of thk dccmenl art not cnnsq:crad sPgned,and sraied
ar;d thc..;:7w.i'authenNca;ian'sade.en�s[ Loycrl!cd ui 5n{(elec MWC
cepEet_
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - N 494 - 373 L - K 597 -138
N-M 4B9 -373 K-J 1121 - -467
M - L 640 - 670 J - H 1124 - 468
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
N - C
318 - 33
L - F
484
- 708
C - M
423 - 641
F - K
484
- 221
M - D
575 -1080
K - G
404
- 603
D - L
671 - 267
G - J
299
- 20
E-L
70 -151
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rtrrr v
bracing per BCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a propperly f
attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Appyy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to gm/ netltn:u<
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/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 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 infannation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindusl .com: ICC: www.iccsafe.or
Job Number: 136DCS119 Ply: 1 SEQN: 704152 / T8 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A4 Wgt: 238.0 Ibs .. / ... 03/30/17
710" 14'2"12 17' 22'8" 25'5"4 31'10" 39g^
7'10" 6'4"12 2'9"4 5'8" 2'9"4 6'4"12 7-10"
=5X6
h
M
m
6(A2)
2X4 =5X12 ==-3X4 =5X12 1112X4
�1.
7812
6'3"4 5'10"
5'10" "
6'3"4 7'8"12
1
712
14' 19'10"
25'8
31'11"4 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl
L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
BCLL: 0.00
Speed: 160 mph
Enclosure: Closed
Pf: NA Ce: NA
VERT(LL): 0.148 G 999
240
g 1560 ! 318 / 965 /- / 387 / 8.0
BCDL: 10.00
Risk g ry II
Category:
Lu: NA Cs: NA
VERT TL ( ) : 0.343 G 999
180
1 1560 / 318 / 965 / - / -
/ 8.0
C
Snow Duration: NA
HORZ(LL): 0.064 K -
-
Wind reactions based on MWFRS
Des Ld: 37.00
Mean
Mean Height: 15.00 ft
HORZ(TL): 0.149 K -
-
B Min Brg Width Req = 1.8
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 1.5
1 Min Brg Width Req = 1.8
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.593
Bearings B & I are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.557
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.760
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: 15.01.01.0402.20
A - B 27 0 F - G
1466 -2162
Lumber
B - C 1517 -2772 G - H
1334 -2213
Value Set: 13B (Effective 6/1/2013)
C - D 1334 -2213 H - 1
1517 -2772
Top chord 2x4 SP #1
D-E 1466 -2162 I-J
27 0
Bot chord 2x4 SP #1
E - F 1189 -1702
Webs 2x4 SP #3
Lumber value set "1313"
uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords
Tens. Comp.
Wind�1!ltl
B - O 2400 -1195 M - L
1684 -748
Member design based on both MWFRS and C&C.
'$ p�
-All r r1:
it N�so�t
"
O - N 2397 -1195 L - K
N - M 1684 -724 K- I
2397 -1224
2400 -1225
Maximum Web Forces Per Ply (Ibs)
G b
a
Webs Tens.Comp. Webs
Tens. Comp.
�.,
`k
O - C 291 -12 M - F
282 -194
Am
w
C - N 392 - 583 F - L
697 -494
D : N 274 - 241 L - G
274 - 241
N - E 697 - 494 L - H
392 - 583
OF
E - M 282 -195 H - K
291 -15
,Pifnlud ccpicsof tidsdtt4-rnenFa;knot consl�erxd rigged and'sasMd-
and ehesxk•-EzuEtisnti�nen rain in�ct�v uar(tcsl'an arvylactn�nie;
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricatin handling shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety Information, byy TPI an�SBCA) fo'r safPety practices prior to pertorming these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg Insjalled per BCSI sections B3, B7 or B10,
icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f�efer to
Is 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 ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
to of this drawing for any structure is the responsibility of the Buildina Desianer ner AN
SUTPI 1 Aer_2
Job Number: 136DCS119
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: ASGE
I
In
Ply: 1 SEQN: 704154 / T11 / GABL
Qty: 1 FROM: AH DRW:
Wgt: 376.6 Ibs Page 1 of 2 .. / ... 03/30/17
T10° 13'992 19'16'0"40° 25'10°4 31'10" 39'6"
T10" ' 1"12 6'0"4 6'11"12 T19
F1' I 7'8"12
7'6"12
2'6°
1'4"
13'8" I 5' 21'
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
Des Ld: 37.00
EXP: C
NCBCLL: 10.00
Mean Height: 15.00 It
Soffit:
TCDL: 4.2 psf
2.00
Load Duration: 1.25
BCDL: 5.0 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Loc, from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 :BC2 2x6 SP #1:
Webs 2x4 SP #3
:W2, W3, WT, W10 2x4 SP #1:
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Bracing
(b) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(a) Continuous lateral restraint equally spaced on
member. Or ix4 "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.
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing requirements.
6'1° 60°4 6'0 7'8°72 1�
13'9"12 19'10° 25'10°4 31'11'4 39'6°
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl U#
Loc R / U
/ Rw
/ Rh
/ RL
/ W
VERT(LL): 0.0440 999 240
B 484 / 221
/ -
1-
/ -
/ S.0
VERT(TL): 0.107 0 999 180
AA 1426 /687
/-
/-
/-
/S.0
HORZ(LL): 0.020 K - -
BG 490 / 195
/-
/ 0
/ 0
/ S.0
HORZ(TL): 0.052 K - -
V 887 /432
/-
/-
/-
/8.0
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.609
TPI Sid: 2007
Max BC CSI: 0.452
Rep Factors Used: Yes
Max Web CSI: 0.634
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01:01.04
Special Loads
--(Lumber Dur.Fac.=1.25
/ Plate Dur.Fac.=1.25)
TC- From 56 plf at
-1.00 to
56 plf at
7.81
TC- From 56 plf at
7.81 to
56 plf at
15.17
TC- From 2 plf at
15.17 to
2 plf at
17.17
TC- From 56 plf at
17.17 to
56 plf at
19.89
TC- From 56 plf at
19.63 to
56 plf at
31.85
z�Intad ccpica orlh#s ilecsaisant at riot censi wow sTgnea snd_taled:,
and thc.'�ut*5 auf�cmtuatranialornixst`Le acrlred ni am/;dtc<iiar-u;
aopiei�
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
AA Min Brg Width Req = 1.7
BG Min Brg Width Req = 1.5
V Min Brg Width Req = 1.5
Bearings B, AA, BG, & V are a rigid surface.
Bearings B, AA, BG, & V require a seat plate.
02.20
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B
27 -20
L-M
60
-130
B - C
189 - 449
M - N
61
-130
C - D
294 - 98
N - O
90
-166
D - E
365 -152
O - P
95
-172
E-F
375 -160
P-Q
108
-187
F - G
404 -183
Q - R
142
- 235
G - H
404 -194
R - S
275
- 616
H - 1
143 - 204
S - T
321
- 685
1-1
122 -195
T - U
386
- 763
J-K
95 -170
U-V
641
-1313
K-L
97 -167
V-W
27
-20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AB 330 -107 Z - Y 642 - 312
AB -AA 327 -109 Y - X 1096 - 511
AA- Z 208 - 616 X - V 1099 - 509
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens.
Comp.
AB- C
315 0
Z - M
141
-146
C-AC
300 -651
Z-AS
378
-782
AC -AD
266 -602
AS -AT
343
-735
AD-AE
289 -631
AS -AV
28
-38
AE-AF
294 -637
AT -AU
343
-730
AF-AA
296 - 656
AV -AY
28
- 38
AG- H
574 - 935
AW-AX
327
-710
AG -AA
610 -986
AY -BB
28
-39
AG -AI
51 -60
AZ -BA
314
-698
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary , rtnty
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly .
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, jr.nii1/s e
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to f..._::.,•.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIJgfPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of prolesslona� engineer responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS119
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: A5GE
Ply: 1 71bsPage
EQN: 704154 / T11 / GABL
Qty: 1ROM: AH DRW:
Wgt: 376.6 2 of 2
Mrded ccq!c Ar Wl t!ccum-iam not cuatlderxd st�tned and#ealed
and'thr SWi.S'authentttaklunrddn.iittxc[Sa ucrtFe3'�dr^oiujplceiiarait:'
:cdp(es
H -AH 644 - 308
AI -AL 51 - 59
AJ-AK 684 - 339
AL -AO 51 -59
AM -AN 659 -319
AO -AR 50 -58
AP-AQ 646 - 302
AQ-AR 635 - 296
AR-Z 604 -251
/ ... 03/30/17
BB -BD
28
-38
BC- R
338
-720
Y -BD
448
- 83
Y-BE
256
-555
R-BD
426
-81
BE -BF
281
-600
BF- U
263
- 574
U - X
294
0
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens.
Comp
AC- D
89
-62
AQ- L
8
-17
AD- E
42
-53
N -AT
13
-8
AE- F
18
-20
AU -AV
30
-43
AF-G
4
-42
O-AW
51
-68
AH- 1
24
- 35
AX-AY
15
- 27
AI-AJ
23
- 54
P -AZ
31
-42
AK-J
31
-32
BA -BB
54
-23
AL -AM
20
-3
Q-BC
81
-52
AN-K
66
-69
S-BE
84
-46
AO -AP
40
-44
T-BF
33
-47
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporra
;Id oSeiliUnless cations shownlfo�toermanent llateral restraintlof webs shall have bracing trnsta nd bott m c sectionsl have oroBlOy
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted rise, k r to
soA-Z for standard plate positions.
a division of ITW Build!n Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI/9fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability
le of this gnawing for any structure is the responsibility of the ttilrllnn nocinn— ,e. AuctRo, a c__
,e7 ( rrney
�i!z{�nriJlr,;uc
Job Number: 136DCS119 Ply: 1 SEQN: 704156 / T7 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: A6 Wgt: 240.8 Ibs / ... 03/30/17
7'10 14'2"12 1 19'10" 24'8" 5' "15 31'10" 39'8"
7'10" '+ 6'4"12 "I9" 410" 4'10" " 5 6'5"1 7-10"
=3X4 =5X6
W
(6(A2)
16X4 =5X12 =3X8 =5X14 1112X4
1' 7'8"13 63 5'10" 5'10" 6'3'3 T&I3 1'
13 14. 19'10" 25'8" 31'11"3 39'8"
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.153 F 999 240
B 1560 / 328 / 962 / - / 346
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.354 F 999 180
J 1560 1328 / 962 /- /-
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.066 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL 0.152 L - -
)�
B Min Br Width Re 1.8
g q =
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor: 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.595
Bearin s B & J are a rigid surface.
g g
Load Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.558
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.638
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: 15.01.01.0402.20
A - B 27 0 F - G
1332 -1956
Lumber
B - C 1549 -2771 G - H
1517 -2152
C - D 1366 -2214 H - I
1365 -2213
Value Set: 13B (Effective 6/1/2013)
D - E 1516 - 2154 I - J
1549 - 2771
Top chord 2x4 SP #1
E - F 1332 -1956 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313"
uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by
ALSC
-iot
B-P 2400 -1230 N-M
1835 -868
Windt
P - O 2397 -1230 M - L
2397 -1260
Member design based on both MWFRS and C&C.
O - N 1834 -83B L - J
2400 -1260
Maximum Web Forces Per Ply (Ibs)
k
Webs Tens.Comp. Webs
Tens. Comp.
a<
P-C 290 -12 N-G
278 -172
s
C - O 392 - 580 G - M
649 - 546
rs.,
■
D - O 345 - 222 M - H
350 - 223
O - E -2 M - I
393 - 582
E - N 279 279 -17172 I - L
291 -14
F - N 233 - 268
9HnYouccgie or t6ks'iccurnesstum not cand�era0 idsi•eandsraled:
ardtheSsrTwZyu[tienticaticnie�vi5trst�o uerl!<3"cei mv/electraiafc
�'eCpfess
"WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to' performing these functions. Installers shall provide temporaryrrnFv
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly //
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, ✓ ' S
as applicable. Apply plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. kefer to gym{ +{rilf.•ac
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc.'shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility, solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindusl .com; ICC: www.iccsafe.or
Job Number: 136DCS119 Ply: 1 SEQN: 704158 / T6 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A8 Wgt: 215.6 Ibs / ... 03/30/17
7'10"9 13' 19'10" 26'8" 31'9"7 39'8"
7'10"9 7 6-10" 6'10" 5'' 7 T10"9
=5X8 =3X4
fl G G
1112X4
=3X4=3X6 =3X8 =3X6=3X4
1112X4
�1.
7'8"13 5'3"3
1' 5"0" 5'10" 1'
5'3"3 7'8"13
7'8"13 13'
14 1910" 25'8" 26' " 31'11"3 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.166 E 999 240
B 1561 / 716 / 953 / - / 305
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.383 E 999 180
H 1561 / 716 / 953 / - /-
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: Cght: 15.00 ft
Mean Height:
ei
HORZ(TL): 0.152 J - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
TCDL: psf
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 1.8
Soffit: 2.00
BCDL: 5.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.530
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.432
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: 15.01.01.0402.20
A - B 27 0 E - F
1507 -2281
Lumber
B - C 1583 -2760 F - G
1439 - 2299
Value Set: 13B (Effective 6/1/2013)
C - D 1440 -2299 G - H
1582 -2760
D- E 1507 - 2281 H- 1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138"
uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by
ALSC
B - P 2388 -1259 M - L
1992 -997
Wind�1#ixlpf���
P-O 2385 -1259 L-K
O N 1992 K J
1992 -997
Member design based on
both MWFRS C&C.
e�
- - 967 -
N M 1992 967 J H
2385 -1288
2388
and
4siMk -
- - -
-1288
ayr'"► '" `,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
>
P - C 258 -14 M - F
400 - 262
Aft
C- O 367 -494 K- G
366 -494
D - O 447 - 224 F - K
447 - 224
ST x
D - M 400 - 262 G - J
E-M 326 -409
258 -16
4ti:015A 38 FF 5B 81 B0 01F 48 00 99.2E 85 FB
7fhlz item has heats ekarnnlcaUy sconce and scale@ by M7anuif M'3rtlnat,.
PER tiaslaal cas.tge axle shawnahquc wiiga SHA•1 '" '
;aathem[Y.Sticri tulle.-... .
6'itntuC ccgiicr.,olth3s dceurnent air nui cenrlGewdttgneC and,srsled
ardtho SYutl .aelan'61 Lsthoydrlk4 anynlactrank
'cep(ess"
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary rrneti
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro arty f "
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracin insalled per BCSI sections 63, 87 or f310,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to rnr{iiilrtiils;uc
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin�, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this mob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com' ICC: www.iccsafe.or
Job Number: 136DCS119
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: Al
7'10"8
7'10"8
-
3'V"8
, 6X6
D
y:212.8 Ibs 1I FROM: AH 160 / T5 /HIPS I DRW:/
Wgt
16'10"2 + 19'10"+ 22'8"3 2818" 319"8 + 39'8"
5.10"2 2'11"14 2'10"3 A '1 3 3'1"8 710"8
1112X4 =3X6 =3X4 =5X8
E F G H
03/30/17
T 12
6 pZZ: 1 3X4
g3X4C
0
in
t=4X6(A2)B J=4
A
S IR Q P 0 N M L
III2X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4
I
3'34 3' 2'10'_ 6'1 '9 2'8"5 3' 3'3"4 7'8"12 1
7'8"12 11' 14' 16'10"2 22'11"11 25'8" 28'8" 31'11"4 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pt in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.186 E 999 240
B 1561 / 718 / 940 / - / 264
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.431 E 999 180
J 1561 / 718 / 940 / - /-
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.069 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.159 L - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor: 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.614
Bearings B & J are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h ,
TPI Std: 2007
Max BC CSI: 0.511
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.491
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):
Chards Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01,0402.20
A- B 27 0 F - G
1685 -2610
Lumber
B - C 1613 -2757 G - H
1676 -2597
C - D 1551 -2431 H - I
1551 -2431
Value Set: 138 (Effective 6/1/2013)
D - E 1685 - 2611 1 - J
1613 - 2757
Top chord 2x4 SP #1
E - F 1685 -2610 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "1313"
uses design values
Chards Tens.Comp. Chords
Tens. Comp.
approved 1/3012013 byALSC
B-S 2384-1284 O-N
2124 -1105
Wind
t�1ib���1
2124 -1105
Member design based on both MWFRS and C&C.
���
;x
• #
R - Q 2124 -1075 M - LI
2382 -13113
T
,� •yhxr
'sJ/'
Q-P 2124 -1075 L-J
2384 -1313
.
x. W.
P - 0 2614 -1373
*
s
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
S - C 231 -19 G - 0
283 - 338
C - R 331 - 411 O - H
660 - 407
4 - T T
f Z�
D- R 398 - 259 H- M
394 - 257
:_,,
+ `
D-P 671 -416 M-1
330 -410
loll�
-� �-,'�kw, �,.
E - P 278 - 334 I - L
233 - 20
.d...a"..f..w'3s�""�.
P-G 114 -111
,Prdniud ccplezofthfs. ccurnentiucnot censli+crad signed andsegled.
nndtF,.cSsaJt«i'autiientiFa4lwi ce�ir.enust&n uutl(icd ci anynlect"ranic'
dcop(a�
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI andSBCA) r saety practices prior to performing these functions. Installers shall provide temporary rimy
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of protessiona� engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .coin; ICC: www.icrsafe.or
Job Number: 136DCS119 Ply: 1 SEQN: 704162 / T4 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: Alt Wgt: 214.2 Ibs I .. / ... 03/30/17
2 43"11=19'10" '4"5 30'8" 1'3
1 4
39'8"7812 55''"11 5'65 57'8"1153 7'8"12
3X4 =5X6 3X4 =5X6
D=5X6 E F G H
A�
A2) B 6 1112X41112X4
J =q
P
=3X4
7'10"8
7'10"8
0 N M
5X6 =3X8 =5X6
5'10" 5'10"
14' 19'10" 25'8"
T
ih
in
X6(A2) 1
K
L
=3X4
6' 1 "8 T 10"8 1
31'9"8 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lac R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 / 720 / 921 / - / 223 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 / 720 / 921 / - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: Cght: 15.00 ft HORZ(TL): 0.172 L - - B Min Brg Width Req = 1.8
Mean Height: NCBCLL: 10.00 TCDL: ei psf Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8
Soffit: 2.00 BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.562 Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510
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: 15.01.01.0402.20 A - B 27 0 F - G 2027 -3246
Lumber B - C 1644 -2767 G - H 1873 -2959
Value Set: 13B (Effective 6/1/2013) C-D 1811 -2719 H- 1 1810 -2719D - E 1873 -2959 1-1 1643 -2767
Top chord 2x4 SP #1 E - F 2027 - 3246 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
Windll B - P 2395 -1310 N - M 2993 -1625
P - 0 2260 -1186 M - L 2260 -1215
Member design based on both MWFRS and C&C. O - N 2993 -1614 L - J 2395 -1340
. r. +ti, .. * + °d`s Maximum Web Forces Per Ply (Ibs)
_ Webs Tens.Comp. Webs Tens. Comp.
s ;: s C - P 405 -328 N - G 328 -185
' - m: P - D 489 -427 G - M 379 - 521
,. D - 0 944 - 562 M - H 944 - 562
O - E 379 - 521 H - L 490 - 426
E - N 328 -185 L - I 405 -328
+..:•aa #,ao. F-N 227 -301
F,iniud espiex or thrsudccs rneni src not "nst.d signed and sealed
' arvd¢Fie'sw}*a'yula�crtxaEson:aJe.risc^st lse!�urit�d aE aiS%alcctian4c
�'ccpinsc
"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 an�SBCA) toy satPety practices prior to performing these functions. Installers shall provide temporary trri¢ y
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to i?+�/nlr i7.. '64
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.t instor • SBCA: www.sbcindust .com; ICC: www.iccsafe.or
P
=3X4
7'10"8
7'10"8
0 N M
5X6 =3X8 =5X6
5'10" 5'10"
14' 19'10" 25'8"
T
ih
in
X6(A2) 1
K
L
=3X4
6' 1 "8 T 10"8 1
31'9"8 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lac R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 / 720 / 921 / - / 223 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 / 720 / 921 / - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: Cght: 15.00 ft HORZ(TL): 0.172 L - - B Min Brg Width Req = 1.8
Mean Height: NCBCLL: 10.00 TCDL: ei psf Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8
Soffit: 2.00 BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.562 Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510
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: 15.01.01.0402.20 A - B 27 0 F - G 2027 -3246
Lumber B - C 1644 -2767 G - H 1873 -2959
Value Set: 13B (Effective 6/1/2013) C-D 1811 -2719 H- 1 1810 -2719D - E 1873 -2959 1-1 1643 -2767
Top chord 2x4 SP #1 E - F 2027 - 3246 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
Windll B - P 2395 -1310 N - M 2993 -1625
P - 0 2260 -1186 M - L 2260 -1215
Member design based on both MWFRS and C&C. O - N 2993 -1614 L - J 2395 -1340
. r. +ti, .. * + °d`s Maximum Web Forces Per Ply (Ibs)
_ Webs Tens.Comp. Webs Tens. Comp.
s ;: s C - P 405 -328 N - G 328 -185
' - m: P - D 489 -427 G - M 379 - 521
,. D - 0 944 - 562 M - H 944 - 562
O - E 379 - 521 H - L 490 - 426
E - N 328 -185 L - I 405 -328
+..:•aa #,ao. F-N 227 -301
F,iniud espiex or thrsudccs rneni src not "nst.d signed and sealed
' arvd¢Fie'sw}*a'yula�crtxaEson:aJe.risc^st lse!�urit�d aE aiS%alcctian4c
�'ccpinsc
"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 an�SBCA) toy satPety practices prior to performing these functions. Installers shall provide temporary trri¢ y
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to i?+�/nlr i7.. '64
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.t instor • SBCA: www.sbcindust .com; ICC: www.iccsafe.or
F,iniud espiex or thrsudccs rneni src not "nst.d signed and sealed
' arvd¢Fie'sw}*a'yula�crtxaEson:aJe.risc^st lse!�urit�d aE aiS%alcctian4c
�'ccpinsc
"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 an�SBCA) toy satPety practices prior to performing these functions. Installers shall provide temporary trri¢ y
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to i?+�/nlr i7.. '64
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.t instor • SBCA: www.sbcindust .com; ICC: www.iccsafe.or
Job Number: 136DCS119
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: A14G
o.
M
1 -
4X6A(A1
Ply: 1 SEQN: 704164 / T20 / HIPS
Qty: 1 FROM: AH DRW:
Wgt:249.2lbs .. / ... 03/30/17
19,101,
f_ ' 210-
11'4" 15'4"12 17' 24'2"12 + 28'4" 32'8" 3, 4'1_ 39'8"
4'8"7 2'3"9 4,4" 4'0"12 1'7" 44"12 4,1"4 4'4" i 2`3"9 f 4,8„7 `1
=6X8=5X8=3X6 =5X10 =3X4 =5X8
12 D !E F G H I J K
P,
.11 "li.
Ii
4"*�
PAP
F,
iLL
FX4 Ni�
L
Y X
=3X4
i 11-4"
�' 1 4'6"11 2'5"5 4'4"
4'6"11 7' 11'4"
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: 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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
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 Sd Box or Gun (0.1 13"x2.5", min.) nails
@ 6" oc.
(b) Continuous lateral restraint equally spaced on
member. Or 2x4 "T" reinforcement. 80% length of
web member. Same species & grade or better,
attached with 16d Box or Gun (0.135"x3.5",min.)nails
@6"cc.
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Negative reaction(s) of -413# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
V U T S R Q P O
0 =5X6 =5X6 =4X6 =5X6 =3X8 =4X4
28'4"
2'8" 4-1 "4 4'1"4 1'8"1� 4,4" 2'S"5 4'0"11 6"
14' 1'8"1r 19'10" + 23'11"4 +2 8 2,8„ 32'8" 35'1"5 39'2" 98,
1�2 284
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in ]cc Udefl U#
Pt. NA Ce: NA VERT(LL): 0.188 J 999 240
Lu: NA Cs: NA VERT(TL): 0.435 J 777 180
Snow Duration: NA HORZ(LL): 0.034 O - -
HORZ(TL): 0.077 O - -
Code / Misc Criteria Creep Factor: 1.5
Bldg Code: FBC 2014 RES Max TC CSI: 0.957
TPI Std: 2007 Max BC CSI: 0.579
Rep Factors Used: Yes Max Web CSI: 0.989
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver: 15.01.01.04
Special Loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.00
TC- From 28 plf at 7.00 to 28 plf at 17.00
TC- From 28 plf at 17.00'to 28 plf at 32.67
TC- From 56 plf at 32.67 to 56 plf at 40.67
BC- From 4 plf at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 7.03
j�lld 0
4
�.tyke,dkf�aicarr��. 7
Pxirttud,ccpies of thls�3tc�ment%sre not considwod signed, and;mied :
ar,d¢FeeS .n.t yutl�ssd3ca6iisniod�.enirst�e ucrifed cr anyrlcct�anit:;
:cdA[ai:�
02.20
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 54 /413 /86 /- /- /8.0
W 5243 / 2599 / - 1- / - 18.0
M 2095 / 1036 / - /- /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
W Min Brg Width Req = 5.2
M Min Brg Width Req = 2.1
Bearings B, W, & M are a rigid surface.
Bearings B, W, & M require a seat plate.
fi
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
27 -20
H - I
1895 - 3841
B - C
1107 - 492
I - J
2069 - 4194
C - D
1266 - 606
J - K
2069 - 4195
D - E
2984 -1479
K - L
1944 - 3956
E - F
2983 -1478
L - M
1988 - 4049
F - G
146 - 328
M - N
27 -20
G - H
146 - 328
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - Y
404 - 975
T - S
2611 -1295
Y - X
405 - 981
S - R
3902 -1936
X - W
520 -1122
R - Q
3902 -1936
W - V
148 - 66
Q - P
3522 -1723
V - U
148 - 66
P - O
3576 -1744
U - T
2611 -1295
O - M
3574 -1741
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
Y - C
178 -28
H - S
1621
- 786
C - X
160 - 340
S - 1
485
- 731
D - X
694 - 209
I - Q
393
-174
D - W
1226 - 2516
J - Q
383
- 479
E - W
416 - 547
Q - K
860
- 442
W - F
2023 - 4040
K - P
778
- 253
F - U
2163 - 948
P - L
52
-149
U - H
1506 - 3003
L - O
110
- 58
H - T
341 - 32
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating,handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary.
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
jid ceiling; Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections $3, B7 or B10
i e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to,
60A-Z.for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this &awing,any failure to build the
conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
r
Job Number: 136DCS119 Ply: 1 SEQN: 704166 / T15 /SPEC
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: B1 Wgt: 103.6 Ibs / .. 03/30/17
T 10"7
T 10"7
in
60
V1
1
1 TY9 21'4"
2'9"9 2'9"9 + T10"7
D=4X6
1112X4 =-3X4 =3X8 1112X4
fD
3X4(A1)
1 - T8"11 + 17"5 2'11"5 7'8"11
T8"11 9'4" 1'4" 1375 21'4"
10 'I
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U. / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.048 J 999 240 B , 869 / 397 / 529 / - / 229 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 / 360 / 463 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.020 G Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.036 G - - B Min Brg Width Req = 1.5
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Reg = 1.5
TCDL: 4.2 psf Bearings B & F are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.655 9 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 - Max BC CSI: 0.436 Bearings B & F require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.-00 It Rep Factors Used: Yes Max Web CSI: 0.500
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 D - E 1065 - 933
Lumber B - C 1138 -1276 E - F 1187 -1281
Value Set: 13B (Effective 6/1 /2013) C - D 1038 - 932
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values B - J 1066 - 865 H - G 1068 -859
approved 1/30/2013 by ALSC J -1 1062 -864 G - F 1072 -860
Wind{fitlYii� I-H 1062 -864
Member design based on both MWFRS and C&C.'�r�'�'Wflllt
� Maximum Web Forces Per Ply (Ibs)
F�r��t�ikvt:•
Webs Tens.Comp. Webs Tens. Comp.
J - C 288 - 55 H - E 608 - 515
C - H 600 - 505 E - G 290 - 80
D - H 790 - 905
iOF
�T Z
ppy,,
41):015A 38.Ff 5B 81,B0 PB:71F 48 OQ 99 2E 85.1713
Yt7i.,itcrsa has been ekttronin'tiy s(paem scaled by lAanlm.mvrtina4
PEI`zL.lYc; pa7397.1'mft�araneshawnatxovo+zenga SHA2
"nu[l:"cntkatloe code.
M.t.i cnpias of IN'S lxreeet"are not cansivered ssdead and'—W -
and 2hns"v 2agthentcptian coda rnwt 6. mrifedaanyalect—k
<ccp(e
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rfri
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. fkefer to AM�x?NrlJl..4'tri
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIi� PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional, engmeerin 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/TPl 1 Sec.2.
For more infomtation see this inb's nenerai notes oaoe and these weh sites At PINF- unnnN. Mnineitw enm• TPI• w tninst nrn• CRr.A- — ehr•Iodi.et....•..m Irr- — i. .f. .....
Job Number: 136DCS119 Ply: 1 SEQN: 697209 / T2 / GABL
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: B1GE I Wgt: 134.4lbs .. / ... 03/30/17
10'8" 21'4"
10,8" 10'8"
�'-- 2'8" -+ 1-41" "
(TYP)
I =4X4
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
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 requirements.
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 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
21'4"
21'4"
21'4"
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.001 H 999 240
V E RT (T L): 0.002 1 999 180
HORZ(LL): 0.003 R - -
HORZ(TL): 0.003 R -
Creep Factor: 1.5
Max TC CSI: 0.108
Max BC CSI: 0.033
Max Web CSI: 0.098
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.20
PririluC ccpiez oPihfs dcr�nzneni�uc rie+t cansi�erzd s3�ed and;sraled
and ;thc °hA«f Yut9irntkaticn sale rnl#t LcyurlPaz� cr'Siv%plet[iarlr`
teepfeis�
♦ Maximum Reactions (Ibs), or *=PLF
Loc R /U /Rw /Rh /RL /W
P* 81 / 37 / 39 /- / 11 / 256
Wind reactions based on MWFRS
B Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27
0
1-1
304
- 24
B - C
87
-120
J - K
253
- 21
C - D
80
- 90
K - L
202
- 23
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-1
303
-24
P-Q
27
0
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
I-X
0 -162
RNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
in fabricating, handin shipping, installing and bracing. Refer to and follow the latest edit!on of BCSI (Building
t, by TPI and SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporary
d otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
1s shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or B10,
i each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fief e,to
plate positions.
�fnay
Hmt:�ndrfls Luc
a division of
I Fit 1, or for n
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
n
n
Job Number: 136DCS119
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: C1
M
O
cr)
43
Loading Criteria (psf) I 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
Des Ld: 37.00
EXP: C
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Ply: 1 SEQN: 697210 / T14 / SPEC
Qty: 1 FROM: AH DRW:
Wgt: 50.4 lb I ... / ...
7' 14'
T 7'
C=5X6
III 4A4
7'.
7'
7'
14'
= 2X4(A1)
03/30/17
Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NAI PP Deflection in too L/defl L/# I Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.027 E 999 240
B 593 / 272 / 371 /- / 158 '/ 8.0
Lu: NA Cs: NA
VERT(TL): -0.032 E 999 180
D 527 / 234 / 304 / - /_ / 8.0
Snow Duration: NA
HORZ(LL): -0.013 E - -
Wind reactions based on MWFRS
HORZ(TL):-D.D16 E - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5.
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TIC CSI: 0.683
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.422
Bearings B & D require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.119
FT/RT:2D(0)/l0(0)
Mfg Specified Camber..
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 15.01.01.0402.20
A- B 27 0 C - D 809 -738
B - C 777 - 739
4b01.5A 38: FF 5B $1 B0 BB�7F 48 00 99 2E 85.:FB.
this ite'n fins beer, eFcuranlrsi}y ttgnee nndscateC tiq Manue±IMartlnai;
PE 1=1, Ifc.paT1H2 icn ltie u�M shown a6awe tzing a SHAR3 '•• ..... ..
iUtt(Cntt:dttCFS tOde.
Printed copies or this &Cment'aro not-nslecred signed and_ —led :
andtF,c-sxn.l autfiar�tuatlon Codamt=st fio rterll:cd. � anyelcctraroi€;
cnpEes
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - E 598 - 536 E - D 598 - 536
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-E 311 -82.
"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,Per
ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 810,
icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
Is 16DA-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 ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page,
this drawin�, indicates acceptance of prafessiona� engineering responsibility solely for the design shown. The suitability
;e of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
a:
r+nr/n�nt�ills,ur
I ok
IJob Number: 136DCS119 Ply: 1 SEQN: 697211 / T3 / GABL
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: C1GE Wgt:78.4lbs / .. 03/30/17
�-- 1'8" --{— 1'4" —�
(fYP)
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
Des Ld: 37.00
EXP: C
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
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 requirements.
7'
7'
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 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
14'
7'
G=4X4
14'
Deft/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.001 F 999 240
VERT(TL): -0.001 F 999 180
HORZ(L'L): -0.003 E - -
HORZ(TL):-0.003 E -
Creep Factor: 1.5
Max TC CSI: 0.118
Max BC CSI: 0.026
Max Web CSI: 0.061
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.20
i nntea cmiez al ihas dect: 0nt'2ra not censiderod tigned and smied
�ndtFecS A*iyutRemidL]tl�.n'SG�c[dcst 8n kcritcd acs anyrlcceranic'
..7eep(as:�
♦ Maximum Reactions (Ibs), or *=PLF
Loc R / U / Rw / Rh / RL / W
L* 84 / 39 / 40 /- / 12 / 168
Wind reactions based on MWFRS
B Min Brg Width Reg = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27
0
G-H
213
-26
B-C
14
-66
H - 1
157
-48
C-D
61
-28
1-1
105
-69
D-E
113
-17
J-K
87
-89
E -F
165
-14
K-L
84
-106
F-G
221
-17
L-M
27
0
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-0
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
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prier to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
BOA-Z for standard plate positions.
rrrl�'t
nmxx??r�tur'u�
a division of
TPI 1, or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
t 1 r
Job Number: 136DCS119 Ply: 1 SEQN: 697212 / T22 / HIP_
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW:
Truss Label: M3 Wgt: 11.2 Ibs ... / ... 03/30/17
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 "
12 C
1'
2'
Ie - - 21
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: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -1.00 to 56 plf at 0.00
TC- From 2 pif at 0.00 to 2 plf at 2.00
BC- From 0 plf at -1.00 to 4 plf at 0.00
BC- From 2 plf at 0.00 to 2 plf at 2.00
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Ihls itetnnSs
?r. ict: lLc: qb
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.000 D
HORZ(TL): 0.001 D -
Creep Factor: 1.5
Max TC CSI: 0.094
Max BC CSI: 0.023
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.20
aa9titcC cc Jn of ih"do3 mmt'mc not cond,!e d signeo,and # i d .
bid it. S:m,% 1i.0.ntsot64o'cint�stLn.uerifcd an ityrlcctiaroiC';
copies:
T
'IT LO
CID
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 87 /69 /144 /- /64 /8.0
D 32 /5 /29 /- /- /1.5
C 13 /28 /12 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 13 0 B-C 6 -38
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"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 and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary rInv
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to om/kti�tll9uz
drawings, 1 60A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
in conformance with ANSITTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
g this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. .
y i �
Job Number: 136DCS119 Ply: 1 SEQN: 697216 / T19 / EJAC
4EBB 1828-Cal! "D" /DR Horton /4EBB 1828-Cali "D" Qty: 14 FROM: AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 03/30/17
C
12
6
M
M
V
2X4(A1) B
A
D
�1 7
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
B 336 / 117 / 259 /- / 173 / B.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 / 20 / 101 / - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.021 D -
C 171 / 133 / 91 ! - ! - / 1.5
Des
EXP: C
HORZ TL : 0.031 D -
( )
Wind reactions based on MWFRS
Code / Misc Criteria
.00
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 sf
p
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
D Min Brg Width Re q = "
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.368
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
w"Na 047^182,
op
STATE OF
. '46
,•«�Al...a ,
4D 01.5A,38: FF:58 81 B4 BB 7F 48 0.0 99 2E85,FB
Ttjlz item bias tieen cre Wanlczi}y Wined rnd ..fee by / Sabecl,fnartlnnrv-
PE 1`L. tF[: ga72x21 en tf,r dat, shawnalxbue iz3ng a SHAx2
ai!Cfient3:atldtscod e.
Prinked ccplc: of tha dccmant 43e nut censWered agnec and sealnd
antittc S-A be uermF dcir anyelceironic
ccples:
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
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 DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing: , Refer to and follow the latest edition of BCSI (Building
Went Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 63, 67 or 810,
cable. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to
Is 160A-Z for standard plate positions.
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
d
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
;e of this rawing for any structure is the responsibility,of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS119 1 Ply: 1 SEQN: 697215 / T16 / JACK
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW.
Truss Label: BJS Wgt: 16.8 Ibs / ... 03/30/17
191
12
6
SO
O
LO
CV
ch
2X4(A1) B
ch
: A
D
1 5'
5'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.009 D
HORZ(TL):-0.011 D
Code / Misc Criteria
Creep Factor, 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
TPI Std: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:2D(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
Pairitbu' ccpms oftf+sdeccrnant'arc not censlderzd 3gnad andsva{ad'
ar,dthcSHA—&Hr`dlki an arvycicct�mrcir.:
'cop(iu:'
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 / 96 / 208 / - / 129 / 8.0
D 90 /13 /70 /- /- /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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
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
quire extreme care in fabricating, handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) fr sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
3id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections 83, B7 or B10,
'le. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. defer to
60A-Z for standard plate positions.
ane
c�mpan�ills,'a;
a division of
any
its drawing,any failure to build the
on this drawing or cover page
iedesign shown. The suitability
r
Job Number: 136DCS119 Ply: 1 SEQN: 697214 / T17 / JACK
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW:
Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 03/30/17
C
12
6
M
O
2X4(A1) B M
CV
4' 3
3 A
D
1'
3'
3'
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
B 193 / 76 / 162 /- / 86
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 51 / 6 / 41 / - / -
/ 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): -0.004 D - -
C 64 / 51 / 30 /- /-
/ 1.5
Des Ld: 37.00
EXP: C
HORZ TL 0.004 D - -
( )
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: psf
Code I Misc Criteria Creep Factor: 1.5
B Min Br Width Re
9 q = 1.5
Soffit: 2.00
BCDL: 5.0 sf
5.0 P
Bldg Code: FBC 2014 RES Max TC CSI: 0.174
D Min Br Width Re
g q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.072
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20/10 0) (0) Mfg Specified Camber:
( P
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A-B 27 0 B-C
29 -105
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bat chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "13B"
uses design values
approved 1/30/2013 by
ALSC
B - D 0 0
Wind��>(IttY�lPd
Member design based
on both MWFRS and C&C.
y 4,;_,,, .
f4d 04,71':
t;
STATE. OF
SERALs�r •�...,,,:
40.015A 38:0 56 31'BQ BB7F 4$ OO:f
Rrtract3 ccpics cr tiffs �rcuncntara nt?i cansli:_red sfgnac andseaMd'�
and-thrs�.au'auticntacaSian:odaintsst 6e,yprlf3ca anylcsiiani�:,
[epics:
"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) for safety practices prior to performing these functions. Installers shall provide temporary Jn4v
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly ' f
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nnr1y1/Y..>'uc
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 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/q! 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 protessiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPl 1 Sec.2.
—e.— ,,.— ..e.,e.,l -- -- — — —:..e;,..,..,._. —.......... :., ........:
� t r
Job Number: 136DCS119 Ply: 1 SEQN: 697213 / T18 / JACK
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW:
Truss Label: BJi Wgt: 11.2 Ibs .. / ... 03/30/17
4113
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
12
6 � C
2X4(A1) B M
o
A �-
D
1'
1'
1'
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.001 D
HORZ(TL): 0.001 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
TPI Std: 2007
Max BC CSI: 0.015
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
ixrintc�' espies or ihls �cc4men!`n� not canil�crad ergned�azld: suMd:
andtts#'sx7aa�vtlicr�ficauunYodc imst 5cypr7i�d'cei 5ny�lectmiak;
c[ Pf(
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 150 / 77 / 145 / - / 42 / 8.0
D 11 /10 /18 /- /- 11.5
C -14 /28 /25 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to
60A-Z for standard plate positions.
t1n�v
�J77/Xi'JHBII/.fi :'p�
a division of
'PI 1; or for h
acceptance
any structure
ICE
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
t. 4 OF
Job Number: 136DCS119 Ply: 1 SEQN: 697218 / T21 / HIP_ '
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" City: 2 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 03/30/17
T
4'3
y
6'3" 9110"1
6'3" 37'
6'1"4 3'2" 6"1
f-- 1 5 6-1 "4 9'3"4 9'1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: N/
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: 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 2014 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Spacing: 24.0 "
C&C Dist a: 3.00 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
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
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 plf at 0.00 to
2 plf at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
11
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
VERT(LL): 0.015 G 999 240
B 330 /208 /- /- /-
VERT(TL): 0.034 G 999 180
E 385 / 175 /- / 0 / 0
HORZ(LL): 0.004 F - -
D 29 /14 !- /- /-
HORZ(TL): 0.010 F - -
Wind -reactions based on MWFRS
Creep Factor: 1.5
B Min Brg Width Reg = 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.Camber: 256
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Mfg Specified
/W
/ 10.6
/ 1.5
/ 1.5
Maximum Top Chord Forces Per Ply (ibs)
VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
?rintnd cc4les eRt#s-dccunenl xm not cendn'exed iigae�and zsa{ed�
nnd�ttcsrA*F 7Ct�eVitatrt�un (OfG',lnlXst Lnyeritcd'cr anyrlcctraioiir;
<cgpFei
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
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary arty
bracing per BCSI. Unless noted otherw'ise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, am FanetlLr; u
as applicable. Appyy places to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of'ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this 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 acce tance of professional engineerin 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 iob's General notes oaae and these web' sites, ALPINE: www.aloineitw.com, TPI: www.toinstora: SBCA: www.sbcindustrv.com* IM w Jncsafe.ora
,,
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 15' Mean Height, Partlalty Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed,vIS' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr in mmh Wlnrl CmPPd. 15' Monn Nelnin+. Pnn+Intl.. rnri_4 G..., n V-.+ - inn
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) lx4 'L' Brace r
(1) 2x4 'L' Brace to-(2)
2x4 'L' Brace six
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 10'
6' 7'
6' 10'
7' Sol
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
-
S P P
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
H F
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
o
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11,
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
J
a
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'-
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, Ill
11' 8'
14' 0'
14' 0'
P
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, ill
11' e'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
U_
[� r
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13' LI'
14' 0'
14' 0'
14' 0'
_
S 1- r
#3
4' 2'
7' 1'
7' 9'
B' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
LJ P
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
1
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10, 5'
10, 10,
12' 8'
13' T
14' 0'
14' 0'
\
/
Q J
d
S P
DP L
#1
4' 7'
7' 7'
7' 111
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
13' 11'
13' 4
13' 4y
11' 10�yp4tla'��er
14' 0(#wwg
14' 0 1p ' %1'17
14' 0
14' 0 *
02
4' 5'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
#3
4' 4
6' S'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11'
Stud
4' 4 •
6' S'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11'
Standard
4' 2'
5' 8'
6' 0'
T 6'
8' 0'
10' 2'
10' 10'
U
O
r
S P r
H F
I�
#1 / #2
4' 10'
8' 3'
8' T
9' 9'
10' 2'
10' T
12' 1'
#3
4' 7'
8' 2'
8' S'
9' 8'
10, 0'
II' 6'
12' 0'
Stud
4' 7'
8' 2'
8' S'
9' 8'
10' 0'
11' 6'
12' 0'
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
X
S P
D P L
#1,
5' V
8' 5'
8' 8'
9' I1'
10' 3'
II' 9'
12, 3'
,
14' 0 +xw q
14' 0
14' 0 4
14' 0,
13' 7' d��� � Z
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12, 1'
03
4' 9'
T 4'
T 10'
9' 8'
10' 1'
11' 7'
12, 0'
Stud
4' 9' 1
7' 4'
7' 10'
9' 8'
10' 1'
]1' 7'
12' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
1" 6'
12, 0'
Diagonal brace option,
vertical length may be
doubled when diagonal
brace Is used. Connect
diagonal brace for 600#
at each end, Max web
total Length Is 14'.
Vertical length shown
In table above.
Connect diagonal at
midpoint of vertical web.
L P) V
AN ITW COMPANY
133'9 Lakefront Drive
Earth City, MO 63045
Truss
2x6 DF-L #2 or
better diagonal
bracer single
or double cut
(as shown) at
upper end.
Itl-
ruce L I
31E 11E
r
18' X
L Q 1
Refer to chart above for N Ea
aVARNING" RM AMOV ALL N=-ON TINES DMVII(GI
—IMPORTANT FURNISH FOLL
FURNISH THIS DRAV1% TO ALL CONTRACTORS IIICLUBDiG THE INSTALLERS
C-�r •..
cl�
Trusses require exte care In fabricating, handling, •shipping. Installing and trading. Refer} to and
remllow
u
��\
fothe latest editlon of BCSI (Building Component Safety Infornatlon, by TPI and SBCA) for'..safety
w[
pr-tices prior to perforning these functions. Installers shot[ provide temporary bracing per,FCSL
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid cellIng. Locations shown far pernanent laterol restratnt of webs
_,;
-
shall have bracing Installed per BCSI sectlons 43, 87 or B10, as applicable. Apply plates to each face
of truss and position as shown above and on the Joint Oetalls, unlecs noted therwise.
yv�
Refer to drawings 160A-Z for standard plate positions.
a-1-
b00
Alpine, division of ITV Building Campanents Group Inc shall of be responsibte for any deviation from
`a��4
this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
nstallatlon 6 bracing of trusses,
if-
9'�9 4P
A seal on this drawing cr cover, page listing this drawing, indicates—eptance of p—tessivwt
engineering responsmiaty solely for the design shown The sultabllity and use of this drawing
��i•
For any structure Is the responsibility Of the Building Designer per ANSI/TPI I Sect
�1{yQ�.�`V
'�Hy'17�'INB'1'61e'
Far more Information see this Job's general notes page and these web sites,
'dAUasnpn qnn ioo,01r
ALPINE, w w.olpinait—onl TPL www.tpinstmrgl SBCA, wwwsbclndustry.orgi ICC, www)ccsafe.org
Bracing Group Species and Grades,
Group A:
S ruce-Pine-Fir Hem -Fir,
#1 / #2 IStanclard #2 Stud
#3 1 Stud 1 1 #3 Standard
Dou las Flr-Larch Southern Pineww■
#3 #3
Stud Stud
Standard Standard
Group Bi
Hem -Fir
#1 6 Btr
#1
Southern Plnewww
#1
3. #2
$ °
u ress-Rated Board).
a' Industrial 55 or
'O e: ?d Boards. Group B
�;. these grades.
JL Notesi
•o n Is L/240.
r.
)r 75 plf over
g y TC Dead Load).
u m 4' 0' outlookers
�c ' plywood overhang.
0,128'x3,0' min) nails,
nulls at 2' o.c.
).c. between zones.
:e nails at 3' o.c.
).c. between zones.
n of 80% of web
Gable Vertical Plate Sizes
+ Vertical Length
Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
No Slice
Less than 4' 0'
2%3
Greater than 4' 0', but
less than 11' 6'
3%4
ill 6
MAX, TOT, LD. 60 PSF
MAX. SPACING 24,0'
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
A
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ori 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ort 120 mDh Wind SDeed, 30' Mean Heloht, Partially Enclosed, Exoosure D. Kzt = 1.00
S
2 x 4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ■Il
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace ■
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' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
U
S P F
03
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
ill 11'
13' 7'
14' 0'
F
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' I'
11' 2'
11' 11'
13' 7'
14' 0'
Q
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
Q%
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13, ill
14' 0'
—j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9' 1
9' 2'
11' 7'
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' 8'
14' U'
(U
I
D F L
Stud
3' 7'
4' 10'
5' 2-
6' 5'
6' 11'
8' 9'
9' L'
10, 1'
10, 10,
13' 8'
14' 0'
CS
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' ill
9' 7'
12' 2'
13' 0'
U
#I / #2
4' 2'
7' 2'
7' 5'
8' 5'
B' 9'
10' 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
S P F
#3
1 4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' ill
10' 4'
13' V
13' 7'
14' 0'
14' 0'
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' ill
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
0J
_
d
X
d
O
F
Standard
4' 0'
5' 8'
6' 0'
7' 6-
8' 0'
9' 11'
10' 4'
11' 10' 12, 8' 14' 0' 14' 0'
13' 5'
13' 3' 1
ot0
12' 5' #k �
11' 0
14' 0 �9 - lE
14' 0 4 ,w,74! -0tL
14' 0 "4f i f.+
13' 7 vi
14' 0 a s aR j j A
14' 0 tutr�
14' 0 *W
14' 0 �00'
12' 8 += +� }a
S P
D F L
#1
4' 5'
7' 3'
7' 6'
1 8' 7-
8' 11'
10' 2'
1 10' 7'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
Stud
4' V
5' 11'
6' 4'
7' Ill
8' 5'
10, 0'
10' 5-
Standard
4' 0'
5' 3'
5' 7
7' 0'
7' 6'
9' 5'
10, 2'
_
U
O
ri
S P F
u F
I I
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
11' 6'
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
Stud
Standard
4' S'
4' 5'
T T
6' 6'
8' 1'
6' 11'
9' 2'
8' 8'
9' 6'
9' 3'
10' it-
10, 11'
ll' S'
11' 5'
P
D F L
# 1
4' 10'
8' 0'
8' 3'
9' S'
9' 9'
11' 2'
11' 8'
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
ill 1'
11' 6'
#3
4' 6'
6' 10,
7' 3-
9' 1'
9' T
11' 0'
Il' 6'
Stud
4' 6'
6' 10'
7' 3-
9' 1'
9' 7'
11' 0'
11' 6'
Standard
4' 5'
6' V
6' 5'
8' 1'
8' T
10' 11'
11' S'
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#1 / #2 istandard #2 Stud
#3 Stud 1 1 #3 IStanclord
Douglas Fir -Larch Southern Pinexxx
#3 #3
Stud Stud
Standard Standard
Group BI
Hen -Fir
#1 IL Btr,,:] . i
#1
"-uthern Pine—
#1
sA #2
Su ress-Rated Board).
0
2i r; Industrial 55 or
!d Boards. Group B
these rndes.
it Notest
n Is L7240.
)r 135 plf over
E TC Dead Load).
+moo; m 4' 0' outlookers
plywood overhang.
About!
7AW•1�'.
0.128'x3,0' nln) nnlLs,
able Truss
I
'ti`�p ,"
I r •o nails at 2' o.c.
{jam
c «nn l.c. between zones.
E,.3 :e nails at 3' o.c,
Diagonal brace option-O
T
�,_� 1•c• between zones.
vertical length may be
,.,.�
` la;="n
doubted when diagonal
18,
.'n: v" t of 80% of web
brace Is used. Correct
L I
nrnoer 0i:nl`" -"`
diagonal brace for 690#
I
rL,
_
Gable Vertical_ Plate Sizes
at each end. Max web
I
j
I}
Brace
total length Is 14',
'
3If 31E
Vertical Len th No Splice
2x6 DI-L #2 or
Less than 4' 0' 2X4
better diagonal
'r'
Greater than 4' 0', but I 4X4
Vertical length shown
j
bracer single
18,
less than 12' 0'
In table above,
45•
or double cut
L 1
(as shown) at
+ Refer to common truss design for
upper end,
peak, splice, and heel plates.
ontlnuous
Bearing
Refer to the Building Designer for conditions
Connect diagonal at
midpoint of vertical web.
I
, 11111t11111
Refer to chart above for nnx gmP�ke rilND,ly length,
not addressed by this detail.
wwVARNINGIww READ AND FOLLOV ALL NOTES ON THIS DRAVMGI
URN —IMPORTAal' FISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
`���� `\ T�r/ji
` \v
REF ASCE7-10-GAB16030
Trusses require extreme care In fabricating, handling, shlpping. Installing and bracing. Refer to and
,,Trusses
latest edition of SCSI 11,11ng Component Safety information, by 11 and SBCA) far safety
\�-
�` \u'�,t'1)S� %
DATE 1�/�1�14
proctices prior to performing these functions. Installers shall pr.ode temporary bracing per BCSL
Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord
t
. _ Ma .
DRWG A16030ENC101014
IT (� II I�
shall have a properly attached rlDld telling. Locations shorn For permanent lateral restraint of reins
per BCSL le. A
chop have or BIO, as applicably. Appaly plates to each face
ion as
=
�,
d IILII==JIUr� Ililli�\\Vvi li 1111L`��
��
and position s andectlorson the J
of truss ontl Inns all charm above and an the Joint DIC, s, unless otherwise.
Refer to drarings 16➢A-Z for standard plate positions.
AN ITWCOMPANY
Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from
thls draring,- ny fotture to bAtd the truss In conformance with ANSI/TPI 1, or for handling, shlpping,
tristallatlon 6 bracing F trusses.
ATE OF
� -Q ��
MAX,
T❑T, LD, 60 PSF
A seal - this d-aring ar Cover page Ustlrg this dr-I g, Indicates acceptance of professional
-
erglneerlrg responsbSlty solely for the design shorn The sWtabkity and use of thLs drawing
for any structure Is the responsibility of the BundLng Designer per ANSI/TPI I Sect.
MAX,
SPACING 24,0r
13389 Lakefront Drive
Earth City, MO 63045
For more Information zee this job's general notes page and these web sites
i L: �j.
ALPINE.- rrcaipineltw,coni TP➢ rrr.tpinst,orgi SBCA- rrr.sbcindustry.orgi ICG rrr.lccsafo.org
„
¢fy t!!
'M
iii
'T
Rein Pol
Memb
Go
Tr
Gabe Detail
For Let -In Verticals
Gable Truss Plate Sizes
aproprlate Alpine gable detall for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
.apped plates to span the web.
2*2X4
2X8
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' Reinforcing
Member Member
61
m s
rroviae connections tar uputt specitieci on the engineered t
Attach each 'T' reinforcing member with
End Driven Nallsn
IOd Common (0.148'x 3.',min) Nails at 4' o.c, plus
(4) nails In the top and bottom chords.
Toenalled Nailsi
Not Common (0.148'x3',min) Toenails at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable det
wind load.
ASCE 7-05 liable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, AI•
AL3030051014, A12030051014, A11030051014, A10030051014, A!
ASCE 7-30 Gable Detall Drawings
AL1515ENC101014, A12015ENC103014, A14015ENC1010L4, A16015ENC103014,
A18015ENCI01014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENCL01014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030ENDL01014, A2003OPEDLOIO14
See appropriate Alpine gable detail for maximum unreinForced gable vertical length.
g members,
on
vertical
•d.
latch size,
Ing member.
T' Brace
'T' RelnForcing Member Size = 2x4
'T' Brace Increase (From Above).= 30% = 1.30
(I) 2x4 'L' Brace Length = B' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
WWORTAK VFURNISHSH THIS DRAVRIG�T➢L�ALL��(i�RA NOTES [IN
I THIS
THE INSTN.LERS,
� y MgR,,f�f f,
REF LET -IN VERT
Trusses require extreme care In Fabricating, handling, shipping, Instal➢ng and bracing• Refer to and
follor the latest edition of SCSI (Bustling Component Safety Information, by TPI and S➢CA) for safety
practices pI'ior to performing these functions. Installers Yell provide temporary bracing per BCSL
DATE 10/01/14
DRWG GBLLETIN1014
unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a attached rigid cening. Locations shown for lateral
F1 �� i�
u—,
properly permanent restraint of webs
shall have bracing Installed per SCSI sections H3, B7 or 1110, as applkable. Apply plates to each face
u� Il�r
LLJl
AL
of truss and position as shorn above and on the Joint ➢etn0.s, unless noted otherwise.
Refer to drawings 160A-2 for standard plate positions. '
AN rIWCOMPANY
Alpine, a division of ITV Building Components Group Inc shall not be responsible for any deviation from
this Waring, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
Installation 6 bracing f trusses.
- ST TE OF
MAX, TOT, LD, 60 PSF
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional
englxeWng responsibRlty solely for the deslpn sham The sJlob0.ltY and use of this Waring
t�,2
UR, FAC, ANY
Lakefront
for any structure Is the responsibility of the md4ng Designer per ANSI/TP1 1 Sec2
(� L O F; V �v
i 'tom.
MAX, SPACING 24.0'
3045
Earth City,M063045
Earth
for more information see thisto ,Job's general notes pogo and these web sltesn
r. ALPINE, wralpinelLr.conY TPB rrs.tpinctorpi SBCAn rwrsbclntlustrv.orol ICQ rvrlcccofe.oro
rr ♦1 �`
.•t.\Q' ,,
Valley Detail - ASCE 7-10: 160 mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF_-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better,
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
)E)K Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3,5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates.
3X4
12
12 Max.
2X4 X4
I--.- 8-0-0 max -�
4X4
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing.
30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
(0.128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design. ,
xxx Note the
beneath
++ Larger
not excE
Pitched Cut
Bottom Chord
Valley
Vail
Spec
oe-no
■sVARNDQ- REAL AND FOLLOW ALL NOTES ON TICS LRAWW
xaMPORTANT•. FTRNISH THIS ➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTNIER&
Trusses require extreme care In fabricating, handling, shipping, Inst.WinD and brewing. Refer to d
fallow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety
practices prior to Performing these Functions. Instotterz hag provide temporary bradng per BCSI.
Unless noted ofhrrwlca, top chord e)wll have properly attached structural sheathing antl bottom chat
shall have propeHy tta[hetl ILItl <eNng. Locations shorn for pernanenS loterol estrnint f ebe
lJ shall have bracing installed per BCSI sections the
J o BIG, as appgeablo Appty plates to each fnee
dII II`L�IILIr�"T I of truss and position os shorn above and on the Joint Detdle, unless noted otherwise.
Refer to drowings 16OA-Z far standard plate pasltlans.
Alpine, tllvlsion of ITV Building Components Group Inc. shall not be responsible for y dev,atlon fr
AN MCOMPANY this drawing, any failure to build the truss h conformance with ANSI/TPI 1, or for handling, shipping.
Installation 6 bracing of trusses.
A eel on this dr Ing cover page llstY,g this drawing, hdcatee oceep�tan<e of professional
engheerIng rezpon.hAty col sy far the design shorn. The sWtoWllty nM of tNs drawing
far any etructwe is the re pansibiltty of the B,irLng Designer per ANSLTPI 1 Sec.?
13389 Lakefront Drive Formore Information see this Job's general notes page and theseweb sites
Earth City, MO 63045 ALPINE, w w.nlpineitw.com, TPI, www.tphst.argi SHCA, wn.zbclndustry.orgl ICO www.leesnfe.org
3s
111„uullluuq,
TC LL 30 30 40PSF REF VALLEY DETAIL
TC DL 20 15 7 PSF DATE 10/01/2014
r H DL 10 10 10 PSF DRWG VAL160101014
VS
�3`YJ�' / �'" � t BE LL 0 0 0 PSF
of TOT. LD, 60 55 57PSF
� E
��� jUR.FAC,1.2511.331.15 1.15
` ,i ;" `
' 'F`�SISEn•; FJ' ,` SPACING 24 -0,.
1
Y
Piggyback Detail - ASCE 7-10: 160 mph, 30/ Mean Height, Enclosed
Or mph Wind, 30.00 Ft Mean Mgt, ASCE E 7 Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5,0 psf (min), Kzt=1.0, Exposure C, K z t = 1, 0 0
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5,0 psf (min), Kzt=1,0,
Note, 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' o.c, 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 design drawing for piggyback and base trust s... trl—,.,_-
Detail A ; Purlin Spacing = 24" o,c, or less
12
Up to 12 17
Detail
< 111 tiop cnorci purlin, required at both
ends and at 24' max o.c, spacing in between,
Piggyback cap truss slant nailed to
bracing with (2) 16d box nails (0,135'x
chord with 2x4 #3 grade scab (1 side
attached with 2 rows of IOd box nail
Attach purlin bracing to the flat to
using a minimum of (2) 16d box nalls (
i Purlin Spacing )
Top Chord Scab (Typical Each End) Full 24' a,c. max
Chord Flat top chord purllns required at
Depth both ends, purlin spacing > 24' o,c.
Note, If purllns 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.
rr=j1SNaa READ AND FDLLOV ALL NOTES ON +ddlllll!!l11/
rrINPre extreme
flD are T)1IS DRAVING To ALL CONTRACTORS INCLUDING THE INSTALLERS ,1 Trusses require extreme care In fabricating, handtifollor the latest edition of BCSI QuAdin Con Sa shIPPing' 1-WUng and bracing. Refer to and ;� P 'i proctices Nor to g Component Sofety Information, by TPI and SBCA) for safety �` G'EA,�
P perfornhg these fwctlons. Installers hall provide temporary bracing per BCSL V 'V
Snlass noted otherwise, top chord shall have properly attach structural heathing and bottom chord
d �hall have a properly attachar IgId celIt Locations shorn For
permanent loterol restraint of ..be _ .,/� N
shall have hrocing Installed per BCSI sections B3, B7 or BIB, as npp,h,,b,,. Apply plates to each Pace �f
of truss nntl posNlon as horn above and on the Joint Data,., untess noted otherate
Refer to tlrorings 160A-2 for standard tote p positions,
AN 1TW OOMR4NY thispdroring,division
faRure to build the Sruse In eonfornonceallth t be TPI loortfor Nanny deviation
ngfrom A7, Q Installatlan 6 bracing of trusses. r y�
A seal on this drawing r cover Page Listing this drawing, Indicates acceptance of professional a b•
rgineerVg espansayUty surely for the design shorn The suitahplty and use of this drarin s6
Earth ftY.M 63rive for any struct,re Is the respor "'y of the BuBding Designer Per ANSI/TPI 1 See2. g , LG
Earth City, M0 63046 pl.plNE� pore Information see this Job's general notes page nevi these web sites, �V
r.alpineitr.con) TPp rrr.tninsc,...,,, cow.. -. - ��A. ,R/e _.�X .
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 N3 grade scab
(I 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'x3,51).
The top chord 03 grade 2x4 scab may be replaced
with either of the Following' (1) 3X8 Trulox
mint- n+tnrh-rl
with fR) a.1?G•v1.775'
malls, (4)
TC or (1) 28PB
a Piggyback
Ai�,
S`0
_X
:e truss TC with
Ghru holes of
.�
wO
- m♦
-4
3
ZQi
.Ka "'�`„
,,'ati �d;
#ee
A,.b
o•u,
-rd member, and
ger chord
K w y,
��,
X
o.c. with (4)
_hord and (4)
,��
� .'.d
r"+
� 5
)lates may be
ices.
APO ry
a
+.�
u4j �� a
,.� E� Q
S'o
ng gussets
.8) 6d common
p .o c
S�
tt.
cap bottom
hord, Gussets
) back Faces.
+ are Re, Full chord depth scabs (each face). I
tnch @ 8' o,c. with (6) 10d box nails (0,128'x3')
r scab, (3) In cap bottom chord and (3) In
se truss top chord. Scabs may be staggered
O.C. Front to back fnr—
wave piggyback plate to each face
ttach teeth to plgg bock at time of
1, Attach to suppor Ing truss with
.375' nails per face per ply.
Plates may be staggered 4' o.c, front
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
PACING 24,0'
k+
2;
'R'
Hip Frame Details Hip Frame
l.yAVA M;- BGI /
purlins must be intact and properly attached,
�s
d Hip
Trusses
dip
'd and Sheathed
Area
-W
d
Is
=ing,
�— Setback SteppedHip
System Trusses
Use this detail for:
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or
Hip Frame - provided by truss manufacturer.
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or
Hip frame is designed
to provide bracing for flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or
chords of hip frame system where indicated. Flat top
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C,
chords of stepped
hip system must be So, Pine lumber,
Residential, Wind TC DL=4,2 psf, Kzt=1,00
Structura anels must be properly attached directly
To hi`R\t\
� �turLins,
.� ro
wwVARNINGGpw READ AND F13LLOV ALL NOTES ON THIS DRAVINGI
wwINPQ2TANTww FURNISH TNIS DRAVTNG TO ALL CONTRACTORSINCLUDDIG THE INSTALLERS.
Trusses require extreme care In fabricating, handling, 11ppelg, InstalUng and bracing. Refer to and
Q' G�N /,y',
f�
�``� �` SF
REF HIP FRAME
fl ^�
falls. the latest eNtlon of HCSl CHuOding Component Safety Informntlon, by Tilt and SBCAI for safety
practices prior to perFarning these functions. Gnstallers shall provide temporaryy bradng per BCS[.
Unless noted otherwise, top chord sholl have properly attached structural heothing and bottom word
shall hove a properly attached Igld ceiling. Locatlons shown for permanent lateral restraint of robs.
shall have bracing Instas per BCSI sections or BIO, as applicable. Apply to each face
c y�
=
=
DATE 10/O1/14
DRWG HIPFR1801014
d IILII�IIIILLLIIL••L---J���I
plates
s the
of truss and pposklon as shown above and on the Joint DetoAs, unless noted otherwise.
J
5 A E OF
AN lT\NCOMPANY
Refer to drawings 160A-Z for standard plate positions.
Alpine, division of ITV Bullding Components Group Inc, shall not be esponsible far any deviation from
this drroeing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
bracing trusses.
.0
9 Q
!i
`V-
�i��!
hstollatian 6 of
A seal on this drawing or cover page listing this drawing, Ind ," acceptnnce of professional
engineering pornsDnlUty solely for the design shown. The aWtabYity and use of this drawing
V R
y
for any structdve Is the respansD'0.1ty of the Malang Designer per ANSVTPI I Ser2AiAI
\\i
EarBh CUyeM063front 0045
For more Inrive formation see this job's general notes page and these web sites,
ALPINE, w>twalpineitw.coml TPh www.tpenst.orgi SBCAi w—sbclndustry.orgi ICO wrwlccsafe.crg
{/fAdd/le`I�11`h11141h111\l\\\
CLR Reinforcing
This detail is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method is desired.
Notes;
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement,
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative
Relnforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4OO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x60K)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
CYO Center scab on wide face of web, Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcerlent; or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
nt 6' o,c. Reinforcing member Is
a minimum 80% of web
member length.
�� a
t� N -Reinf.
Scab Reinf or.� non,
'.
Apply scab(s) to w s+�r
No more than (1) s w Al
Attach with lOd <0 ,� + _, "� �i m %5, d;E
at 6' o,c, Relnforcl� fEi :$ 2: l,ma
minimum 80% of web er rl To
d
4,
07
At
d III III I� IILF�.=,_--r
AN MW COMPANY
Earth Lakefront Drive
Earth City, MO 63045
wwVARNINGIwr READ AND FOLLOV ALL NOTES ON THIS DRAVMQ
uIKKRTANT. F0MRNISH TMS DRAVuc TO ALL cwTRACTUn INCLUDMG THE INSTALLERS,
Trusses require extreme care In fabricating, hondline. shipping, installing and bracing, Refer to and
follow the latest eltlm of HCSI CBulding Component Soi¢ty Infornntlam, by TPI and SeCA) for safety
practices prlr to performing these Functlons. Installers shot; provide temporary bracing per BCSL
unless noted otherwise, tap chard shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of ebs
shall have brnUng Installed per SCSI sections H3, ' or HIO, as applicably. Apoply plates to each face
f truss and position s shorn above and on the Joint Datols, unless noted therrlse.
ReFer to drawings 160A-Z far standard plate positions.
Alpine, a division of ITV Bullding Components Group Inc. shall not be responsible for any deviation from
this drawing, ny failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
installation L bracing f trusses.
A sent on this drawing cover page -sting this drawing, hacates c eptance of professional
engineering resp...ty solely For the design haws The sWt.Wlty crd use of this drawing
far any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec2
For are o sthis Job's general notes page and these web slte
ALPINE r wao., T see v
1ph..Faseltr.cPI. rrr.tphst.orgl SBCA. wrr.sbclndustry.orgl ICa vwrlccsofe.org
t%,, ]ln- 4/
���` t\�� eY1/q//+,
v
,``' T ';
``�� wP ��+� 4
_ el \
.i
7C
_1
}�
.� ,!{ OF
F d f`1Rlit(�``:
� �d W
6F6
��* IJ�' a 14.7� tat
TC LL PSF
TC DL PSF
C DL PSF
�C LL PSF
—
BUT, LD, PSF
REF CLR Subst,
DATE 10/01/14
DRWG BRCLBSUB1014
DUR� FACE
SPACING
y'yy/ll1/11111111111t1
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,
Nail Into 2x4 members using two (2) rows at 4' o,c., rows staggered.
Null 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 loads, ,
s
L L
4' o.c,
Typical ~
+ o + o. + o + o
o + o + o-- + o +
—I 2' F-
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nailsi
o = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
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#
14154
Web
or
Chord
2x4
24'
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web
or
Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web
or
Chord
PvA aa7ntt P�,gntt P4gntt
t1{ N
d�Jp�l [Il S.= c�: n•
S,4- •w✓` %. 48
i► �� f- C)
t u�
1Li m ' E
3210#
4745#
3835#
5725#
4445#
6660#
Web or Chord
Web or Chord
Web or Chord
Web or ChordR
Web or Chord,`"
••WARNING!•• READ AND FOLLOW ALL NOTES IN TRIS DRAWING!
wwD4PORTANTw. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require ewtrene care In fabricating, handling, shipping, installing and bracing. Refer to and
F.U. the latest .r0tlon of BCSI OBulmng Component Safety lnfOrmatIll, by TPI old SBCA1 for safety
practices prior to performing these fun[tlons. In,
shell provide temporary bracing per BCSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor
chaff have a properly attached rigid celling. Locations shorn for permanent lateral restraint of webs
d FI F1 (I� shall have bracing Installed per BCSI sections B3, B7 ar B10, as applicable. Apply plates to each face
11LII'� O Illll^\\VVI II IILIf�—i f truss nd position as show above and on the Joint Det.R., unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
Alpine, a dlvlsion of ITV Building Components Group Inc shall of be responsible for any deviation frc
AN ffW COMPANY this draw ng,any III— to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
Installation 6 bracing F trusses.
A seal on this dra.Ing — cover page listing this dro.ing, indicates acceptance of professional
engeers g r sponsibRity solely for the design whom The "'tobtity nd use of this dra.Ng
in
733B9 Lakefront Drive for any structure Is the reap—lbli ty of the But1di g Designer per ANSI/TPI 1 Sec2.
Eamh Ciry, MO 63045 For more Infornatlon see this Job's general notes page and these web sltesi
ALPINE, ww.a1[pin.1tw.conl TPI, wwv.tpinst.orgi SBCA- w.w.sbcildustryorgi ICG wwwjccsmfe.org
a'F QN- N E_,-,,,,�� REF MEMBER REPAIR
No. sF DATE 10/01/14
,S
TE DF
DRWG REPCHRD1014
Ol' �
0 R O `�Cs,�'s•^
i,,,,a SPACING 24,0 MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM FILLER
EXISTING FILLER —I
GENERAL NOTESI
- 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 ❑PTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
x APPLY REQUIRED BRACING (SEE BELOW).
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
XLATERAL 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
PER THE LATEST VERSION OF ANSI/TPI,
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX.
SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
hin Trn ON THIS SHEET
NOTEi FALSE
T USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑NS
:RIOR BEARINGS AT ANY L❑CATI❑N ON THE TRUSS.
)S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS CIF>4'-0'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
FRAME MEMBERS MAY BE CUT AND FIELD M
'ICATION DOES
CHANGING
NTS MAY
ITION,
INNECTION,
OF EACH
IF EACH JOINT
CED WITH AN
OR AN
ICE).
e�y`t ��
VERTICAL FRAME CHORA
FALSE
REQ.
0�i�.�-VE
- JOIN VERTICAL
-
n
4 3) lOd BOX
(0.128'x3') NAI
�,
.-: .RTICAL BL
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB)
GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5')
2 3' D.C. AT THE FALSE FRAME HEEL
JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
TI�
O Illll^\\`VI.III
ALP
oVARNINGW READ AND FDLLDV ALL NOTES [IN THIS DRAVDIGI
—INPORTANTo FURNISH TNTS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care In fabricating, ha idling, shipping, Installing and bracing, Refer to and
Collor the infest etlltlon oP BCSI tBuading Component Safety InPorratlon, by TP[ and SBCA) for safety
practices prior to performing these functions. Installers shall provide tenpornry bracing per BCSL
Unless noted otherwise, top hard shall have properly attached structural sheathing and bottom char
shall have a property attached rlgld cellIng. Locations shown for pernanent lateral restraint of webs
J or BIO, as applicable. Apply plates to each face
shall have bracing Installed per BCSI sections the
of truss onrl position ll sham shove d n tie Joint Details, unless le, A otherwise.
Refer to drawings 16OA-Z for standard plate positions.
`�o`�J o
\/� n '�/� +�.
V `• V U,(�
N +<
,.gam
i(
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
AN ITW COMPANY
Earth Lakefront Drive
Earth City. M061046
Alpine, division of ITV BullcUng Components Group Inc shall not he responslble far any deviation fro
this dr,111 any F1,11—e to build the truss In conformance with ANSLTPI 1, or for handgng, shipping,
Installation 6 bracing of trusses,
A seal on this dror4g or cover page Listing this drawing, Indicates acceptance 0 professional
engineering responsibility solely for the desi6n shoes The sWtro abllty and use of this drhg
for any structure Is the responsibility of the Building DesignerNS per AI/TPI 1 Sec2.
ALPINE rrealpineltw. on informationseenotes se web sites.
erwwtlp Storpi general
ww�sbcindgustrvv..orole ICO erwlc.safe.oro
�` A� E ��'
�(\ s�� S
+ �% ` Q O)
�+ �\
��b,.��� MAL �•'..iF�```\
r
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, sane grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128°x3,0", min)
nails at 8" o,c, plus clusters of four nails where shown In figure below (NE),
NOTE: #2 is the minimum lumber grade allowed for -ii cnPriac.
NOTE: Add 2
L
24" MAXIMUM
•.VARHINGW READ AND FDLLDV ALL NOTES ON THIS DRAVINGI
..rWaZTANT— FURNISH THIS CRAVING TG ALL CONTRACTORS INCLUDING THE INSTALLERS
.'��
\ 'IY ., TOTAL TOP CHORD
i��'
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses require extreme care In fabrlcating, handling, shipping, InstaWng and bracing. Refer to and
follov the latest etlltlon of HCSI CHu0.tling Component Safety Infornotlon, by TPI and SBCA) for safety
(�\. G�IVS,(� LOAD NOT TO
�` A` `
practices prior to performing these iunctlons. Installers sM(l provide temporary hradng per BCSI.
EXCEED 40 PSF
DRWG ❑HSCB2X41014
FI
O�
unless noted otherwise, top chord shall have properly attached structural heatYJng d bottom chord
shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs
shall have bracing Installed per BCSI sections or H10, as applicable,no Apply plates to each face
Z No CDEAD PLUS LIVE)
= ..d.
' 70.
d III III O IIUII\\\Vv111
��I�
the
position as hown above and on the Joint DetaLLs, unless noted otherwise.
of truss andJ
Refer to drawings 160A-Z for standard
=
plate positions.
ITV Building Components Group Inc be for deviation from
S AiE OF
AN fTW COMPANY
Alpine, a division of shall of responsible any
this drawing, y failure to build the truss In confcrnance with ANSI/TPI 1, or for handling, shipping,
Q `
�'.�
Installation & bracing of trusses.
A seal on this drawing over page listing this drawing, Indkates acceptance of professional
'%yR`
engineering responsibility solely for the design shorn. The suitability and use of this drawing
uy�' ,,\`w DUR, FAC, 1J5/1.25
13389 Lakefront Drive
For any structure Is the responsibility of the Building Designer per ANSI/TPI 1 SeC2
Earth City. M063045
For more Infornotlon see this Job's general notes page and these web sites
//� SPACING 24'
ALPINE, r w.nlptneitw.comi TPI, www.tpinst.orgi SECA,--locindustry.orgi ICG wwwJcccafe.org
ttt`tt\