336 10TH ST - TRUSS BUILDER:
Claddagh
1 ., - I 87" I i3•„• I^1 SUBDIVISION:
Off Site
—FCeo,••• •_
LOT NUMBER:
'1,%/////Zfros12%//, 336 10th Street
F01%i �i„/ MODEL:
F011 FILE COPY Custom
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Fos 71 This drawing is not sufficient
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alone for installation.
THA422 ,
F05 a.l Additional instructions
•,
THA422 D ; D accompanying this drawing,
Fw 001
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including SCSI B1, should be
Fob...4 . E F11 used in conjunction with the
F07�.,�a ! F11"Q14 .• — architectural and structural
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F07 s I. F11 U414 J04 plans during installation. If
Eli U414 BCSI-B1 has not been
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FG03 --- - - '.BB F141141
Jo7 shipped to the site with the
j 'THA422
F14,�1• components shown on this
THA422 F14 U41 JOJ • page, please contact Apex
"THA422 ;. • Jo4 _T I,,ology for a free copy.
STAIRS ca'a E 0 E II n 1 ... .inidnclsuedisinmgi
"`7 HA422 111,gC '1,- J04 D f V E. ' : ent bracing for the Ilk F 14 1141
THA422 � 1F16 bracing to
` F15 U414i'U414 ' c, or other
THA422 -IV - - F16 _
'O 6 F15 L' II`'•' 'I APR 8 2016 forces,for:lt and permanent
THA422 67 I - F16 �• t• I for all structural
VVT``HA422 �I / .' 4F16 ••. its, is the responsibility
FG01 H'�/ II ;� of the engineer of Record for
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FOB^I ll r ,
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ll / i— 4F16 designer, per ANSI/TPI 1-
08Il "� F16 2002 Chapter 2.
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).7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 r1�`
ALL EXTERIOR WALLS HELD BACK 1;2'FOR SHEATHING
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA N(
Claddagh Construction ,-.
Site Information
336 10TH Street, Duval ( II')
Building Designer
FILE COPY Dennis Williams W
TrueHouse
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20 psf TCLL 40 psf
130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf
Enclosed Structure (0.18) BCLL 00 psf+ NCLL 10 psf BCLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II (Res)
FBC2014 Residential/TPI-2007
Design Program: ITW VIEW v16.00.000
This Package inlcudes 43 truss designs with individual date of design
I NO 1 JOB ID TRS ID DATE [NO 1 JOB ID ,TRS IDI DATE NO JOB ID ITRS IDI DATE
1 63584 B01 4/6/2016 31 63584 J02 4/6/2016
2 63584 B02 4/6/2016 32 63584 J03 4/6/2016
3 63584 B03 I 4/6/2016' 33 63584 J04 4/6/2016
4 63584 F01 1 4/6/2016 34 63584 T01 4/6/2016
5 63584 F02 If 4/6/2016 35 63584 T02 4/6/2016
6 63584 F03 4/6/2016 36 63584 T03 4/6/2016
7 63584 F04 4/6/2016', 37 63584 TO3A 4/6/2016
8 63584 F05 4/6/2016 38 63584 T04 4/6/2016
9 63584 F06 4/6/2016 39 63584 T06 4/6/2016
10 63584 F07 4/6/20161 40 63584 T07 4/6/2016
11 63584 F08 4/6/20161 41 63584 T08 4/6/2016
12 63584 F09 4/6/2016 42 63584 TO8A 4/6/2016
13 63584 F10 4/6/2016 43 63584 T15 4/6/2016
14 63584 F11 4/6/2016'
15 63584 F12 4/6/2016 ,
16 63584 F13 4/6/2016
17 63584 F14 4/6/2016
18 63584 F15 4/6/2016
19 63584 F16 4/6/20161
20 63584 FG01 4/6/2016
21 63584 FG02 4/6/2016
k&
22 63584 FG03 4/6/2016' .
23 63584 FG04 4/6/2016 1 •
24 63584 FGE01, 4/6/2016! //��
25 63584 FGEO2 4/6/2016
26 63584 FGE03 4/6/20161
27 63584 FGE04 4/6/2016'
28 63584 ! FGE05 4/6/2016
29 63584 FGE06 4/6/2016 `,��1t IIWtiit
30 63584 J01 4/6/2016 `��0 \‘ E E RO e�i pfr
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. `�( .• N.,�C E N SF•••�2��
Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 t N O 80 9 •••
(904)821-5200
The seal on this index sheet indicates acceptance of professional engineering responsibility solely _ * ;
AFC\
for the Truss Design Drawings listed above and attached. The suitability and use of each drawing _
for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 ; - ; •CC
:ili.:
APEX Section 2 -- : AT
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance
with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers �i ��'.C�g/ \O Q;
Job#63584 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 -742.71 0.00
8 06'08"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 2699.16 0.00
2 -685.35 0.00
1 15•07"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 2666.59 0.00
2 1272.35 0.00
3 15107"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 2666.62 0.00
2 1270.11 0.00
4 14'10"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 923.78 0.00
2 906.84 0.00
1 19'11"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 1082.92 0.00
2 1082.92 0.00
3 19'07"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 1080.68 0.00
2 1065.57 0.00
7 2311"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 1470.95 0.00
2 1470.95 0.00
1 14'07"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 792.28 0.00
2 796.47 0.00
3 14'03"08 F13 SY42 0.00/12 Pitch 1 -Ply 1 790.06 0.00
2 779.10 0.00
5 2211"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 739.12 0.00
2 1432.58 0.00
3 416.18 0.00
3 08'01"12 F15 SY42 0.00/12 Pitch 1 -Ply 1 448.02 0.00
2 448.02 0.00
8 14'07"08 F16 SY42 0.00/12 Pitch 1 -Ply 1 909.55 0.00
2 892.60 0.00
2 1511"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1725.83 0.00
1 06'08"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1081.33 0.00
1 04'05"08 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 74.54 0.00
2 390.88 0.00
1 2311"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 2605.83 0.00
1 1410"04 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 1608.96 0.00
1 14'07"08 FGE06 SY42GABL 0.00/12 Pitch 1 -Ply 1 1583.75 0.00
Total of Trusses 140 .
•
Maximun Height 08'00"06
Page 2 of 2
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• 63584 Ply:3 SEAN:17458/T48/FLOG
Bull Residence Qty: 1 FROM: DRW:
B02 Wgt:0.0 Ibs ... / ... 04/06/16
T
1 10'1"2
BD
C
15'11"
15'11"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 360 C 7206 I- I- !- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - 254 D 6468 /- /- /- /- 13.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 2.6
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 2.3
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor: 1.5 Bearings C&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp.
C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver:16.01.00.0302.13
Lumber
Floor Joist Header:0.0"x18.0"2.0E Microllam LVL
2.0E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @_. "o.c.(Each Row)
Repeat nailing as each layer is applied.Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
***Warning:Fastening of plies required***
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 15 plf at 0.00 to 15 plf at 15.92
BC-1799 lb Conc.Load at 1.15,3.15,5.15,7.15
BC-1322 lb Conc.Load at 8.79
BC- 893 lb Conc.Load at 9.15,11.15,13.15,15.15
BC- 448 lb Conc.Load at 10.06,12.06,14.06
Additional Notes
Deflection meets U360 live and U254 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,
include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer epn
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904 821.5200
• 63584 Ply:1 SEQN:17440/T18/SY42
Bull Residence Qty: 3 FROM: DRW:
F01 Wgt:79.8 lbs ... / ... 04/06/16
8' 9' 15'11"
F' 8' I 1' I H
, F 1.5"12 I r�2'6" -2'6" 2 T 2'6"12 - I 2 6" 2--1
(NP)
1111X3 =3X8[3] 1111X3 =3X3 =3X3 1111X3 °3X8[12] 1111X3
A B C D E F G H
N 3.8 P I:O "-1 `a1 1 9,1„2
N M L K J
=3X8 =3X8[5] 1111X3 1111X3 =3X8 =3X8
k 15'11" i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in be Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.10 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.298 D 621 360 0 974 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.545 D 339 246 j 974 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - 0 Min Brg Width Req= 1.5
Des Ld: 62.10 EXP:NA HORZ(LL): 0.065 B - - J Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.759
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.734 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3142
I:NA GCpi:NA Plate Type(s): B-C 0 -3182 F-G 0 -3142
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 C-D 0 -3182 G-H 1 0
Lumber End Vertical Attachment D-E 0 -3512
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot p (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs s 4x2 S SP chord M-30 staples,through wide face;or(3)qty.16-Gauge,1"
Webs ##3 3 Crown(minimum),1-112"length wire staples on each O-N 1960 0 L-K 3507 0
Lumber value set"13B"uses design values narrow face. N-M 3515 0 K-J 1962 0
approved 1/30/2013 by ALSC M-L 3512 0
Additional Notes
Plating Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
Plates sized for a minimum of 4.00 sq.in./piece. STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Plate Shift Table P-O 0 -11 L-E 184 -72
Truss must be installed as shown with top chord up. A-O 0 -123 E-K 0 -647
JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss excluding overhang is
No Size Shift Bite No Size Shift Bite g g g O-B 0 -2124 F-K 0 -248
[3] 3X8 4.50 L 1.25 [5] 3X8 3.50 L 1.25 1-2-0. B-N 1319 0 K-G 1273 0
[12] 3X8 4.50 R 1.25 C-N 0 -317 G-J 0 -2127
N-D 15 -590 H-J 0 -120
Purlins D-M 70 -143 J-I 0 -11
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 15.67
BC 120 0.25 15.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Camber
Max JT VERT DEFL:LL:0.30"DL:0.27".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
T2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821 5200 fiti\
APEX Jeffrey P Arne
TrueHo use PE Noe 6083911 PE No.58544 son
o 58544son PE No Murray 1457
• 63584 Ply:1 SEQN:17489/T41/SY42
Bull Residence Qty: 1 FROM: DRW:
F03 Wgt:47.6 Ibs ... / ... 04/06/16
I—110"4--I--1'9" I 2'6"12 -{
--4X5 III 13X3 °V(5 1111,�C3
T r LUU
v „iiiiiii _
o>
io I _
_i_ .. __. als R____ 11111%"%iy.,17, 0 101"2
SA
H �G F E
w3X4 1111X3 =3X3
=4X5
I—2' 1 4'8” I.
I 6,8„ I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.030 H 877 360 G 1082 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.068 H 392 240 E 122 /165 /- I- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 A - - G Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.020 A - - E Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing G Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.643
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.143 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.212 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 705 0 C-ID 0 0
I:NA GCpi:NA Plate Type(s): B-C 705 0
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is H-G 0 -2 F-E 0 -392
Bot chord 4x2 SP#2 1-6-0. G-F 0 -392
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads H-A 18 0 G-C 0 -609
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) I-H 5 0 C-F 69 0
TC-From 100 plf at 0.12 to 100 plf at 6.67 A-G 0 -842 C-E 440 0
BC-From 10 plf at 0.00 to 10 plf at 6.67 B-G 0 -209 D-E 0 -112
TC- 373 lb Conc.Load at 0.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.00 6.54
BC 80 -0.13 6.54
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers!Ties
(J)Hanger Support Required,by others
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03,
should be used in conjunction with the architectural plans during installation. '
(11'14 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer l� \
Business No 7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200
APEX Derek TrueHouse PE Michael G
No 608391owski Jeffrey P Arne
PE No.58544 son
o 58544son PE No 71457y
- 63584 Ply:1 SEQN:17481/T44/SY42
Bull Residence Qty: 8 FROM: DRW:
F05 Wgt:51.8 lbs ... / ... 04/06/16
I 1
— —I
I–11"8–1 I—1'9" I- 2,6"12—I
A X B 11146X5 1111d 3 w46(8[7) 1111X3
T .T um IN t mum
4i. , _ ",MIN 1 w
a3X4 1114X5 �H 1111X3 =4X5
=4X8
I—2' 1 4'8" i
I 6,8„ „I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Deft/CSI Criteria •Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.071 J 376 360 H 2699 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.143 J 186 240 F -685 /685 /- I- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.023 A - - H Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA -- HORZ(TL):-0.047 A - - F Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.469
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.215 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.286 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1212 0 C-D 2350 0
I:NA GCpi:NA Plate Type(s): B-C 2350 0 D-E 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13
Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or J-I 0 -3 H-G 0 -1404
Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire I-H 0 -1344 G-F 0 -1404
Webs 4x2 SP M-30:W1,W2,W3 4x2 SP#3: staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Special Loads J-A 25 0 C-H 0 -161
Negative reaction(s)of-685#MAX.from a non-wind K-J 6 0 H-D 0 -1411
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) load case requires uplift connection.See Maximum A-I 0 -1950 D-G 49 -13
TC-From 100 plf at 0.12 to 100 plf at 6.67 Reactions.
BC-From 10 plf at 0.00 to 10 plf at 6.67 Truss must be installed as shn with top chord up. I-B 1459 0 D-F 1577 0
ow
TC-1470 lb Conc.Load at 0.13 B-H 0-1843 E-F 0 -111
The overall height of this truss excluding overhang is
Plate Shift Table 1-6-0.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[7] 4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 6.54
BC 80 -0.12 6.54
j Apply purlins to any chords above or below fillers
at 24' OC unless shown otherwise above.
Hangers I Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.TH 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer fiv'`
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX Derek B TrueHouse PE o 160839 Kozlowski PE No 58544son PE No 71457y
- 63584 Ply:1 SEQN:174851 T43/SY42
Bull Residence Qty: 3 FROM: DRW:
F07 Wgt:102.2 lbs ... 1 ... 04/06/16
9'1" 1 10'1"I 157"
9'1" 1' 5'6"
11"8
I- H I----2'6"12-I-2'6"12-I--17"4 H I-2'6"12___F_-2'6.
=4X8 1114X5 =3X8[7] =3X3 m 3X3[15)
A B C D E F G H I
T T W nosis .. J
I ill W19
I �... 10'1"2
R Q 0 N M L K
=3X4 1114X5 =4X8 =3X8 =3X3 =3X8
[•---2' I 137" •
I 157" I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RI /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.066 R 402 360 P 2667 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.144 R 184 240 K 1270 /- /- I- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.020 A - - P Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.049 A - - K Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.519
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.334 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.265 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1214 0 E-F 688 -124
I:NA GCpi:NA Plate Type(s): B-C 2323 0 F-G 214 -586
Wind Duration:NA WAVE VIEW Ver.16.01.00.0302.13 C-D 2323 0 G-H 207 -584
Lumber End Vertical Attachment D-E 688 -124 H-I 90 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot p (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Wes chord x SP M-30 0 staples,through wide face;or(3)qty.16-Gauge,1"
Webs 4x2 SP M-30 R-Q 0 -3 N-M 581 -221
:W,,W2,W3,W17,W18,W19 4x2 SP#3: Crown(minimum),1-1/2"length wire staples on each
:W14 4x2 SP#2: narrow face. Q-P 0-1346 M-L 586 214
P-O 0-1372 L-K 555 -6
Lumber value set"13B"uses design values Additional Notes 0-N 0-1372
approved 1/30/2013 by ALSC +2x6 continuous strongback.See detail
Special Loads STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(Ibs)
recommendations. Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up.
TC-From 100 plf at 0.12 to 100 plf at 15.33 R-A 25 0 E-N 39 -160
BC-From 10 plf at 0.00 to 10 plf at 15.58 The overall height of this truss excluding overhang is S-R 6 0 N-F 0 -615
TC-1470 lb Conc.Load at 0.13 1-6-0. A-Q 0 -1958 F-M 142 0
BC- 790 lb Conc.Load at 15.46 0-B 1459 0 G-L 164 -51
B-P 0 -1790 L-H 33 -230
Plating Notes C-P 0 -257 H-K 6 -731
All plates are 1X3 except as noted. P-D 0 -1661 I-K 0 -219
D-O 64 0 K-J 85 -685
Plate Shift Table
D-N 1117 0
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[7] 3X8 3.50 L 1.25 [15] 3X3 1.75 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 15.08
BC 120 -0.12 15.17
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
. 'r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(16'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547•4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200
APEX Derek TrueHouse PE Michael G o.08391 kr PE Jeffrey
No. 8544 PE No.71457y
• 63584 Ply:1 SEQN:17472/T28/SY42
Bull Residence Qty: 1 FROM: DRW:
F09 Wgt:107.8 lbs .. / ... 04/06/16
10'6" 11'11" 19'11"
10,6,. I- 1'5" I 8' "I
r'j---2,6"—}—_2,6'12,I 2,6°12—I--2'6"12--I I----2'6"12 - 2'6"12—H I
(TYP)
1112X4 =4X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4X8 1112X4
A B C F G H 1
iro
3�e • I ``�I/ "\ J 10'1"2 ci)
P 0 N M L Kr
=3X8 =3X8[5] =3X3 1112X4 =3X8[12] =3X8
• 19'11" •
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.367 E 635 360 P 1083 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.574 E 405 310 K 1083 /- I- /- I- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B P Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 8 K Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.468
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.576 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.664 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3702
I:NA GCpi:NA Plate Type(s): B-C 0-2950 F-G 0 -2929
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 C-D 0 -2950 G-H 0 -2929
Lumber End Vertical Attachment D-E 0 -3698 H-I 1 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical I
Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1"
P_O 1722 0 M-L 3698 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. 0-N 3616 0 L-K 1714 0
approved 1/30/2013 by ALSC N-M 3702 0
Additional Notes
Plating Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
Plates sized for a minimum of 4.00 sq.in./piece. STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Plate Shift Table 0-P 0 -10 M-F 177 -53
Truss must be installed as shown with top chord up. A-P 0 -105 F-L 0 -1023
JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss excluding overhang is
No Size Shift Bite No Size Shift Bite g g g P-B 0 -1966 G-L 29 -275
[5] 3X8 4.25 L 1.25 [12] 3X8 4.00 R 1.25 1-6-0. B-0 1394 0 L-H 1379 0
C-O 0 -233 H-K 0 -1957
Purlins O-D 0 -756 I-K 0 -107
In lieu of structural panels or rigid ceiling use purlins D-N 477 -243 K-J 0 -10
to laterally brace chords as follows: N-E 38 -145 •
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 19.54
BC 120 0.13 19.54
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Camber
Max JT VERT DEFL:LL:0.37"DL:0.26".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
(Tr") 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer ,V\
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200
APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
TrueHouse PE No 60839 PE No 58544 PE No.71457
• 63584 Ply:1 SEAN:174661 T4/SY42
Bull Residence Qty: 7 FROM: DRW:
F11 Wgt:190.4 lbs ... / ... 04/06/16
117"8 13'6"8 23'11"
[$ 11'7"8 I 1'11" [ I
10'4"8 g
(1W)
lt4X51181
1112X411]=6X8 =5X5 °4X4 W=3X4 1113X4 1114X5 W=3X4 =5x5 =6X8 1112X4(26)
ACA B C D E F G H I J K L M ND
T
a
1 r----_--M.I____ r.&.....! Ma 023
(1)101.2
W V UT e
-'-AB X6 Z YX 04X4 14X5 1114X5 S R 0 P
=6X6(4) 05X5(6) 14X5 W=H0310 1f4X5 =5X5[22] 06X6(24)
W=H0310
1 23'11" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.10 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.338 G 832 360 AB 1471 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.618 G 454 374 p 1471 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - AB Min Brg Width Req= 1.5
Des Ld: 62.10 EXP:NA HORZ(TL): 0.078 B - - P Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AB&P Fcperp=565psi.
Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.258
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.491 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.298 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -14 H-I 0 -6726
I:NA GCpi:NA Plate Type(s): B-C 0 -2558 I-J 0 -5869
Wind Duration:NA WAVE,HS VIEW Ver:16.01.00.0302.13 C-D 0 -4533 J-K 0 -5869
Lumber End Vertical Attachment D-E 0 -5885 K-L 0 -4537
E-F 0 -6608 L-M 0 -2557
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0 -6608 M-N 0 -14
Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or G-H 0 -6739
Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP M-30 staples,through wide face;or(3)qty.16-Gauge,1"
:W1,W2,W22,W23 4x2 SP#3: Crown(minimum),1-1/2"length wire staples on each Maximum Bot Chord Forces Per Ply(Ibs)
narrow face. Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"138"uses design values
approved 1/30/2013 by ALSC Additional Notes AB-AA 1397 0 V-U 6739 0
+2x6 continuous strongback.See detail AA-Z 3694 0 U-T 6388 0
Plating Notes STRBRIBR1014 for bracing and bridging Z-Y 5347 0 T-S 6388 0
All plates are 5X7 except as noted. recommendations. Y-X 6403 0 S-R 5351 0
Truss must be installed as shown with top chord up. X-W 6403 0 R-Q 3693 0
Plate Shift Table W-V 6742 0 Q-P 1397 0
JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss excluding overhang is
No Size Shift Bite No Size Shift Bite 1-6-0. Maximum Web Forces Per Ply(Ibs)
[1] 2X4 S 2.50 [4) 6X6 3.50 L 2.75 Webs Tens.Comp. Webs Tens. Comp.
(6] 5X5 3.00 L 2.75 [18) 4X5 1.75 R 2.75
[22] 5X5 3.00 R 2.75 [24) 6X6 3.50 R 2.75 AC-AB 58 0 H-U 0 -386
[26) 2X4 S 2.50 A-AB 0 -128 U-I 853 -64
Purlins AB-B 0 -1956 I-S 0 -739
B-AA 1642 0 S-K 733 0
In lieu of structural panels or rigid ceiling use purlins AA-C 0 -1606 K-R 0 -1152
to laterally brace chords as follows: C-Z 1187 0 R-L 1194 0
Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.12 23.54 Z-D 0 -1151 L-Q 0 -1606
BC 120 0.12 23.54 D-Y 761 0 Q-M 1640 0
Apply purlins to any chords above or below fillers Y-E 0 -732 M-P 0 -1956
at 24"OC unless shown otherwise above. E-W 523 -7 N-P 0 -127
II W-G 235 -598 P-O 58 0
Camber G-V 154 -250
Max JT VERT DEFL:LL:0.34"DL:0.33".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
T2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jgti\
Business No.7547•4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200
APEX Derek TrueHouse Pb Michael G No.083911 PE No.58544 son
a 58544son PE No Murray 7457
•
• 63584 Ply: 1 SEQN:174761 T34/SY42
Bull Residence Qty: 3 FROM: DRW:
F13 Wgt:81.2 lbs ... / ... 04/06/16
8'0"8 9'0"8 14'3"8
8'0"8 I 1' 5'3" -1
�5 --_2'6' I 2'6°6 I 2,6°6--I I-2'6"12 I Z6"
1111X3
=5X5 =3X3 =3X3 1111X3 1111X3 =4X5[12] 1111X3
AB C D E F G H 1
T11'4"2
M
.1_ - 1 10'1,2
N M L K J
1111X3 =3X8[6] =3X3 =3X4 =3X4[14]
i 14'3"8 i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.196 F 867 360 A 790 /- /- /- 1- /3.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.305 F 556 240 j 779 /_ /_ /_ /_ /_
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.026 M - - A Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.042 M - - J Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.846
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.829 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.725 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 0 0 E-F 0 -1948
I:NA GCpi:NA Plate Type(s): B-C 0-1357 F-G 0 -1951
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 C-D 0-1330 G-H 0 -1938
Lumber Additional Notes D-E 0-1357 H-I 0 0
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail
To chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per r Ply .
Bot chord 4x2 SP#2 recommendations. Tens.Comp. P
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 0 -1 L-K 1951 0
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 1897 0 K-J 1245 0
approved 1/30/2013 by ALSC 1-6-0.
Plating Notes Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece.
N-B 19 0 L-F 4 -105
Plate Shift Table B-M 1522 0 G-K 0 -289
JT Plate Lateral Chord JT Plate Lateral Chord D-M 0 -343 K-H 803 0
No Size Shift Bite No Size Shift Bite M-E 0 -614 H-J 0 -1405
16) 3X8 4.50 L 1.25 (12) 4X5 2.75 R 1.25 E-L 312 -149 I-J 0 -110
(14) 3X4 1.25 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.29 14.00
BC 120 0.00 14.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers!Ties
(J)Hanger Support Required,by others
NOTES:
'- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
T2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 ,V\
APEX
TrueHouse PE o 6 3o�zlowski Jeffrey 5A85445on PE Ni) Murray 7
457
• 63584 Ply:1 SEQN:17462/T53/SY42
Bull Residence Qty: 3 FROM: DRW:
F15 Wgt:49.0 lbs ... / ... 04/06/16
4'4"12 5'412 8'1"12
E' 4'4'•12 I 1' I '{
2'9"
I 2'6" I 1'8"8-H
(NP)
IIIaX3 °313[2] III L.(3 =363[6] III 1Z(3
ix, N
we � r 10'1"2
=13X3 m 3X3 III 1 GX3 =3X3
i 8'1„12 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) DefI/CSI Criteria ♦Maximum Reactions(Ibs)
li TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U !Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.047 C 999 360 I 448 /- I- l- I- I-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.087 C 999 240 F 448 I- I- /- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 B _ - I Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.020 B - - F Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.483 Maximum Top Chord Forces Per Ply(ibs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.385 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.204 A-B 0 0 C-D 0 -643
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -643 D-E 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) I-H 610 0 G-F 642 0
Top chord 4x2 SP#2 H-G 643 0
Bot chord 4x2 SP#2
Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A-I 0 -107 G-D 78 -16
Plate Shift Table I-B 0 -688 D-F 0 -724
JT Plate Lateral Chord JT Plate Lateral Chord B-H 167 -46 E-F 0 -114
No Size Shift Bite No Size Shift Bite H-C 45 -44
(2] 3X3 1.75 L 1.25 [6] 3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 8.15
BC 98 0.00 8.15
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03,
should be used in conjunction with the architectural plans during Installation.
T2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer
Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224•904.821.5200
APEX Derek B TrueHouse PE Michael r PErNO 5854�n PE No. Murray 1457
• 63584 Ply:2 SEQN:17456/T39/FLAT
Bull Residence Qty: 1 FROM: DRW:
FG01 Wgt:161.0 lbs ... / ... 04/06/16
3'7"10 I 6'7" I 8' 10'1"15
F
3'7"10 2'11"6 1'5" I 2'1"15 I 12'8"5 14'10"4 2'6"7 I 2'1"15
1114X8 =4X8 1112X4 =3X8 =4X8 =3X8 1112X4
A B C D E F G
r _ • i∎-Illfi � . 1
_ a 10'1"2
6X6 =6X10 °6X12("') 1112X4
1 114X5 ° 1112X4 =4X5
1
32"2 3'4"14 1'7"9 2'2"2 2'0"15 2'4"11
1 32"2 I 6'7" I 8'2"9 I 10'4"11 I 12'5"9 I 14'10"4
Loading Criteria(psr) 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.211 D 845 240 N 1540 /155 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.401 D 444 180 H 1322 /156 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 A - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.063 A - - N Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.843 Bearing N Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.866
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.772 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 161 -1956 D-E 254 -3330
Wind Duration:1.60 WAVE VIEW Ver.16.01.00.0302.13 B-C 240 -3582 E-F 165 -1704
Lumber Purlins C-D 240-3582 F-G 28 -1
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 to laterally brace chords as follows:
Bot chord 2x6 SP SS Dense:B2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x6 SP#2 TC 24 -0.13 14.73 N-M 43 -7 K-J 1814 -175
:W2,W4,W6,W8,W11 2x4 SP#3: BC 120 -0.13 14.73 M-L 2216 -190 J-I 1704 165
Apply purlins to any chords above or below fillers
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. L-K 3337 -254 I-H 1603 -159
approved 1/30/2013 by ALSO The TC of this truss shall be braced with attached
Nailnote spans at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails Wind A-N 76 -717 D-K 24 -430
Top Chord:1 Row @12.00"o.c. Wind loads and reactions based on MWFRS.
Bot Chord:1 Row @12.00"o.c. A-M 2025 -163 K-E 1734 -90
Webs :1 Row @ 4"o.c. M-B 75 -677 E-J 51 -568
Use equal spacing between rows and stagger nails Camber
p 9 6-L 1459 -54 I-F 538 31
in each row to avoid splitting. Max JT VERT DEFL:LL:0.21"DL:0.20".See detail C-L 60 0 F-H 182 -1858
DEFLCAMB1014 for camber recommendations. L-D 347 0 G-H 108 0
Special Loads Provide for adequate drainage of roof.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 54 plf at 0.00 to 54 plf at 14.85 Additional Notes
BC-From 10 plf at 0.00 to 10 plf at 14.85 Truss must be installed as shown with top chord up.
BC-1911 lb Conc.Load at 6.58 The overall height of this truss excluding overhang is
1-5-12.
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plates sized for a minimum of 4.00 sq.in./piece.
Hangers/Ties
(J)Hanger Support Required,by others
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
T2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer
Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200
TrueHouse Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray
APEX
PE No.60839 PE No 58544 PE No.71457
63584 Ply:2 SEQN:17453/T141 FLAT
• Bull Residence Qty: 1 FROM: DRW:
FG03 Wgt:177.8 lbs ... / ... 04/06/16
27"12 4'5"6 67" 9'5"12 12'4"8 157"
I I I I I
H
22 12 2'2"10 21 10 21012 2'10"12 32"8
4X5 =6X8 =4X10 =4X5
B C D E F G
T 1
ip 10'1'2
N///Z M L K J I r H
111H0310 =6X10 =6X8 =4X10
1 157 1
I 2'2"12 _, 2'2"10 I 2'1"10 I 2'10"12 I 2'10"12 I 3'2"8 H
2'2"12 4'5"6 6'7" 9'5"12 12'4"8 15'7"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or"=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.058 J 999 240 N* 786 /- /- /- 1- /29.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.091 J 999 180 H 871 /- /- /- 1- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 C - - N /1187
Des Ld: 55.00 EXP:NA HORZ(TL): 0.015 C - - N Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearings N&H Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.211
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.606 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 1021 0 D-E 0 -1359
Wind Duration:NA - WAVE,HS VIEW Ver:16.01.00.0302.13 B-C 1021 0 E-F 0 -924
Lumber Purlins C-D 0-1359 F-G 0 -924
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP#2
to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs)Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W1,W3,W13 2x6 SP#2: TC 24 0.00 15.58 N-M 0 -17 K-J 1436 0
BC 120 0.00 15.58
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers M-L 233 0 J-I 1436 0
I, approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. L-K 233 0 I-H 32 0
Nailnote The TC of this truss shall be braced with attached
spans at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(Ibs)
Nail Schedule:0.131"x3",min.nails Webs Tens.Comp. Webs Tens. Comp.
Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @12.00"o.c. A-N 488 0 K-E 0 -130
Webs :1 Row @ 4"o.c. A-M 0 -1125 E-J 71 0
Use equal spacing between rows and stagger nails B-M 0 -177 E-I 0 -549
in each row to avoid splitting. M-C 0 -1406 F-I 0 -151
C-L 9 -44 I-G 945 0
Special Loads C-K 1273 0 G-H 0 -393
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 0-K 0 -107
TC-From 100 plf at 0.00 to 100 plf at 15.58
BC-From 10 plf at 0.00 to 10 pif at 15.58
BC-1091 lb Conc.Load at 6.58
Plating Notes
All plates are 2X4 except as noted.
Plates sized for a minimum of 4.00 sq.in./piece.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(TH j 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florda Engineer
Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 if*/\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457
• 63584 Ply:1 SEQN:17437/T17/SY42
Bull Residence Qty: 2 FROM: DRW:
FGE01 Wgt:65.8 lbs ... / ... 04/06/16
15'8—I-- 1'4"H
(TYP)
A B C D E F G H I J K L M
T 3a AB - L _ J ' N
iv
///� , /�, //� } g 1„2
O
AA Z Y X W V U S R Q 1112X4
III2X4
I” 1511" {
I 15'11" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 0* 108 /- /- /- /- /191
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 246 AA Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing AA Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 G-H 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 H-I 0 0
C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: C-D 0 0 I-J 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 E-F 0 0 K-L 0 0
Lumber End Vertical Attachment F-G 0 0 L-M 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" per_Z 0 0 U-T 0 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"138"uses design values narrow face. Z-Y 0 0 T-S 0 0
approved 1/30/2013 by ALSC Y-X 0 0 S-R 0 0
X-W 0 0 R-Q 0 0
Bracing W-V 0 0 Q-P 0 0
Sheathing is required for any longitudinal(drag) V-U 0 0 P-0 0 0
forces.All connections to be designed by the building
designer. Maximum Web Forces Per Ply(lbs)
Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes AB-AA 0 -9 M-0 0 -30
All plates are 1X3 except as noted. A-AA 0 -59 O-N 0 -8
Plates sized for a minimum of 4.00 sq.in./piece.
Maximum Gable Forces Per Ply(Ibs)
Purlins Gables Tens.Comp. Gables Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins B-Z 0 -150 H-T 0 -133
to laterally brace chords as follows: C-Y 0 -129 I-S 0 -134
Chord Spacing(in oc) Start(ft) End(ft) D-X 0 -134 J-R 0 -132
TC 24 0.25 15.67
BC 120 0.25 15.67 E-W 0 -133 K-Q 0 -137
Apply purlins to any chords above or below fillers F-V 0 -133 L-P 0 -116
at 24"OC unless shown otherwise above. G-U 0 -133
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-2-0.
NOTES:
1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
(11'1'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904 821 5200
APEX
TrueHouse PE Not 0839 Kozlowski PE Jeffrey
No.58544son PE No 71457y
. 63584 Ply:1 SEAN:17567/T26/SY42
Bull Residence Qty: 1 FROM: DRW:
FGE03 Wgt:30.8 lbs / ... 04/06/16
H 1'3"4--I [3•11
F3 H 178_..I F•-1.2„12--{
A B C D
T I J ,_,-,.-.
� � � : E
m
I I
I ii ll∎l11■11■w /I 101"2
►IIa NV
112X4 H G 164
I 4'S"8 I
I 4'5"8 H
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or•=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 360 I 75 /- /- I- /- 15.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 240 F* 98 /- /- /- /- /48.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - I Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 B - - I Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&I Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.035 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.011 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 0
I:NA GCpi:NA Plate Type(s): B-C 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#3 The overall height of this truss excluding overhang is I-H 0 0 G-F 0 0
Bot chord 4x2 SP#3 1-6-0. H-G 0 0
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Bracing J-1 0 -9 D-F 0 -57
Fasten rated sheathing to one face of this frame. A-I 0 -59 F-E 0 -9
Plating Notes Maximum Gable Forces Per Ply(Ibs)
All plates are 1X3 except as noted. Gables Tens.Comp. Gables Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece. B-H 0 -147 C-G 0 -144
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 4.08
BC 47 0.13 4.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face,or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include 8CS1 1-03
should be used in conjunction with the architectural plans during installation
(16'14) ��
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda Engineer
Business No.7547•4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224•904.821.5200
APEX
TrueHouse PE Not 0839101 PE Jeffrey
No 58544son PE No Murray 1457 Derek B
63584 Ply:1 SEQN:17459 1 T33/SY42
•
Bull Residence Qty: 1 FROM: DRW:
FGE04 Wgt:126.0 lbs Page 2 of 2 ... / ... 04/06/16
G-AH 0 -133 Q-Y 0 -132
H-AG 0 -133 R-X 0 -137
I-AF 0 -133 S-W 0 -116
J-AE 0 -133
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904 821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
63584 Ply:1 SEQN:17492/T31/SY42
Bull Residence Qty: 1 FROM: DRW:
FGE06 Wgt:84.0 lbs ... / ... 04/06/16
1'5„8--1-- 1,4„
(TYP)
A B C D E F G H I J K L
T .22 Zr 8 1 i` II I v M
ifl
I Fr » f 101'2
III2X4 X W V U T S R Q P 0 III2X4
I— 147'8 I
I- 14'7"8 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PsF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 N' 108 /- /- /- I- /175
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Y Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing Y Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - -
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 G-H 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 H-I 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.00.0302.13 E-F 0 0 K-L 0 0
Lumber End Vertical Attachment F-G 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot p (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs chord x 4x2 SP#3
We 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1” Y-X 0 0 S-R 0 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. X-W 0 0 R-Q 0 0
approved 1/30/2013 by ALSC W-V 0 0 Q-P 0 0
Additional Notes V-U 0 0 P-O 0 0
Bracing See detail STRBRIBR1014 for bracing and bridging U-T 0 0 O-N 0 0
Sheathing is required for any longitudinal(drag) recommendations. T-S 0 0
forces.All connections to be designed by the building Truss must be installed as shown with top chord up.
designer. Maximum Web Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
1-6-0.
Plating Notes Z-Y 0 -9 L-N 0 -32
All plates are 1X3 except as noted. A-Y 0 -59 N-M 0 -8
Plates sized for a minimum of 4.00 sq.in./piece.
Maximum Gable Forces Per Ply(Ibs)
Purlins Gables Tens.Comp. Gables Tens. Comp.
In lieu of structural panels or rigid ceiling use puffins B-X 0 -150 G-S 0 -133
to laterally brace chords as follows: C-W 0 -129 H-R 0 -134
Chord Spacing(in oc) Start(ft) End(ft) D-V 0 -134 I-Q 0 -133
TC 24 0.13 14.25
BC 120 0.13 14.25 E-U 0 -133 J-P 0 137
Apply purlins to any chords above or below fillers F-T 0 -133 K-O 0 -118
at 24"OC unless shown otherwise above.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(I.
( iI1) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Fonda Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.Ft.32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457
63584 Ply:1 SEQN:17387/T2/EJAC
Bull Residence Qty: 5 FROM: DRW:
J02 Wgt:30.8lbs ... / ... 04/06/16
4'4-8 7
4'4.8 { 2'7-8
C
24'6-2
12
6 /5X58
-.111111111111111111116.NII
0
=3X4(82)A N
A. t. 4,. 20'9-
=.E 3X40
112X4
F- 4' -{
4'2-12 I 76'12 2-8
4'2-12 6'9'8 171
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSt Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 E 999 240 E 588 /153 /470 /- /160 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 E 999 180 D -177 /177 /79 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 C - - C 60 /36 /21 /- /- /1.5
Des Ld: 32.00 EXP:C - HORZ(TL):-0.007 C - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.05 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.276 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.168 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.129 Bearing E Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FT/RT:30(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:16.01.00.0302.13
Lumber A-B 291 -258 B-C 27 -52
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 A-E 289 -205 E-D 116 -188
Lumber value set"138"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece. E-B 388 -522 B-D 259 -159
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 7.00
BC 75 0.00 6.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s)of-177#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions.
The overall height of this truss excluding overhang is
4-0-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
(1111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE Michael No 6083o�zlowski Jeffrey
NO 58544
PE PE No 71457y
63584 ' Ply:1 ' SEQN:17498/T25/EJAC
Bull Residence Qty: 6 FROM: DRW:
J04 Wgt:7.0 lbs ... / ... 04/06/16
12
6 I .
1112XjT
B
3X4(B2)A o
I ■
■ I 1_1$.."1 1"2 i C
III 2X4
1'6"
1'6" 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: 130 mph Pf:NA Ce:NA VERT(LL): NA A 51 /4 /26 /- /25 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 47 /24 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 C Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.054 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.027
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.022 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp.
GCpi:0.18 Plate Type(s): A-B 16 -30
Wind Duration:1.60 WAVE VIEW Ver:16.01.00.0302.13
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#3 A-C 1 -2
Bot chord 2x4 SP#3
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"136"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC
B-C 58 -38
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 1.50
BC 16 0.06 1.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-3-10.
NOTES:
Iff- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation. '/�\
(111'.11 � `2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer �
Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200
APEX Derek B Tru eHo use Pb Michael G No 08391 1 PE No.58544 eson
o 58544 PE No 7145y
63584 Ply:1 SEAN:173951 T8/COMN
Bull Residence Qty: 4 FROM: DRW:
T02 Wgt:56.0lbs ... / ... 04/06/16
7'11"8 1511" I
7,11"8 I 7'11"8
B,4X5(R1)
12
6 p
so
io
0
°3X4(82)A Cw 3X4(82)
-r
6-10 fl 0 19.5,.
Ill 2X4
I- 711"8 i 7'11"8
711"8 1511"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 A 522 /231 /235 /- /100 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 D 999 189 C 522 /231 /235 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.021 D - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:21.96 ft Code!Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.749 Bearings A&C Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.102 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 351 -734 B-C 351 -734
Wind Duration:1.60 WAVE VIEW Ver.16.01.00.0302.13
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 A-D 576 -207 D-C 576 -207
Bot chord 2x4 SP#2
Webs 2x4 SP#3
Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC
B-D 267 0
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 15.92
BC 119 0.06 15.85
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-6-6.
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
614) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer
Business No 7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 if*/\
APEX
TrueHouse PE Michael 89 Kozlowski Jeffrey Nu Arneson PE No 71457y
. 63584 Ply:1 SEAN:17590/T1/HIPS
Bull Residence Qty: 1 FROM: DRW:
TO3A Wgt:156.8 lbs ... / ... 04/06/16
7' 11.0°10 1411"8 1810'6 � 22.11" 29'11"
F 7' 4'0"10 31014 4.. 3'1014 4'0'10 7'
112X4 m5X7 12X4
T 12 C°6X6 D E F =6X86
6 8 a R'
0
° y 3X48 H'0 3X4.4x 10(82)
.4X10(B2)A
11 ,!1• 4)20'9"
eio �� 4 (j 1 Q
311 N M L K J
12X4 is 6X8 =H0510 86X8 112X4
71"12 310'14 3'1014 310"14 310 14 71112
1 71 12 1 11'010 1 14118 1 18'10"6 1 22'9"4 1 2011- 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.289 L 999 353 A 2321 /1167 /- /- /- /5.5
l' BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.553 L 639 353 I 2321 /1167 /- I- I- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.164 J - - A Min Brg Width Req= 2.2
NCBCLL: 10.00 Mean Height:23.05 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 2.2
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearings A&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.947
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.585 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 2225-4372 E-F 2480 -4909
Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00.0302.13 B-C 2190-4318 F-G 2481 -4910
Lumber Puriins C-D 2481 -4910 G-H 2190 -4318
D-E 2480 -4909 H-I 2225 -4372
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP M-30 to laterally brace chords as follows:
p Chord Spacing(in oc) lows:(Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP M-31 TC 24 0.00 29.92 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 55 0.00 29.92
purlins to any chords above or below fillers A-N 3771 -1903 L-K 5266 -2661
Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' N-M 3783 -1904 K-J 3783 -1904
at 24"OC unless shown otherwise above.
Lumber value set"13B"uses design values M-L 5266 -2661 J-I 3771 -1903
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 plf at 0.00 to 56 plf at 7.00 C-N 404 -126 L-E 218 -83
TC-From 28 plf at 7.00 to 28 plf at 22.92 C-M 1535 -786 K-F 371 -469
TC-From 56 plf at 22.92 to 56 plf at 29.92 M-E 252 -495 K-G 1535 -786
BC-From 10 plf at 0.00 to 10 plf at 7.06 D-M 371 -469 J-G 404 -126
BC-From 5 plf at 7.06 to 5 plf at 22.85
E-K 252 -495
BC-From 10 plf at 22.85 to 10 plf at 29.92
TC- 83 lb Conc.Load at 7.00,22.92
TC- 179 lb Conc.Load at 7.06,9.06,11.06,13.06
14.96,16.85,18.85,20.85,22.85
BC- 258 lb Conc.Load at 7.00,22.92
BC- 101 lb Conc.Load at 7.06,9.06,11.06,13.06
14.96,16.85,18.85.20.85,22.85
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-0-10.
NOTES:
r 1 This drawing is not suffidenl alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
614 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court Suite 402,Jacksonville.FL 32224-904.821.5200 lq*/\
APEX
TrueHouse PE No.Michael 83o�zlowski PE Na 58 4son PE No.71457y Derek B
63584 Ply:1 SEQN:17604/T30/COMN
Bull Residence Qty: 2 FROM: DRW:
T06 Wgt:145.6 lbs .. / ... 04/06/16
56" 11' 18'11" 24'5" 2911"
I i I I I I
56. 56. 711 56. 56.
m6X6 =5X5
C D
-{ . 1!
12
6
o ►3X4 B Er2X4
0
in
I =4X4(82)A F.4X4(82)
ST z Y Y 2 020'9"
H G
"4X5 m5X7 $4X5
T5"12 T5"12 T5"12 75•12
A T5"12 I 14'11"8 I 22'5-4 I 29'11" i
Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pt NA Cc:NA VERT(LL): 0.141 H 999 357 A 1073 /483 /444 /- /138 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.259 H 999 357 F 1074 /483 /444 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.120 G - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.05 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.744 Bearings A&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.128 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 865-1920 D-E 856 -1760
Wind Duration:1.60 WAVE VIEW Ver:16.01.00.0302.13 B-C 856 -1756 E-F 865 -1923
Lumber C-D 739 -1434
Value Set:13B(Effective 6/1/2013)
Maximum
Top chord 2x4 SP#2 Chords Tens.Comp Fo Per P
Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs2x4SP#3 A-I 1640 -696 H-G 1365 -490
Lumber value set"13B"uses design values I-H 1364 -490 G-F 1643 -696
approved 1/30/2013 by ALSC
Plating Notes Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece.
B-I 229 -243 H-D 261 -91
Purlins I-C 330 -146 D-G 334 -146
In lieu of structural panels or rigid ceiling use purlins C-H 263 -91 G-E 229 -243
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 29.92
BC 84 0.06 29.85
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
6-0-10.
NOTES:
r 1.This drawing is not sufficient atone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
(911:11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE Noel 083911 Jeffrey No 58544 PE PE No.71457r
63584 Ply:1 SEQN:17464/T54/COMN
Bull Residence Qty: 16 FROM: DRW:
T08 Wgt:210.0 lbs ... / ... 04/06/16
16'4.'8 F I
3'2"11 6'1"3 8'9"4 13'6"8 1,4'11"11 1'5" 21'1"12 23'9"13 26'8"5 29'11"
3.2"11 I 2'10'.8 I 2.8,1 I 4.9"4 I 1'5" I 4'9"4 I 2'8"1 I 2'10"8 I 3.2..11 I
- F=4X5
m3X8(1)E 11 D'--3X8(1)
■
12
6 I .. 13X8 D H 113X8
to 418X8
-°b 08X8C -
I.
/3X88 J 413X8
=3X8(A1)A '�- ' �, _�I� K=3X8(A1)
1 eyo Oil S.. 020'9"
122X4 >e X5 16X10(1)
1 82 16X10(1) =4X5 12X4
3'0"15 711"3 7T7 178" 277 2'11"3 3'0"15
1 3'0"15 I 6'0"1 I B'7"8 I 21'3"8 I 23'10"15 I 26'10"1 I 29'11" 1
Loading Criteria(psi) 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: 130 mph Pf:NA Ce:NA VERT(LL): 0.416 N 853 355 A 1335 /397 /348 /- /149 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.826 N 430 355 K 1335 /397 /348 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.198 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.398 D - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:25.04 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.820 Bearings A&K Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.622
Spacing:19.2" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.541 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 712 -2450 F-G 1643 -378
Wind Duration:1.60 WAVE VIEW Ver:16.01.00.0302.13 B-C 730 -2520 G-H 574 -1786
Lumber Wind C-D 645 -2451 H-I 645 -2451
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 574 --378 I-J 730 -2450
( ) E-F 1643 -378 J-K 712 -2450
Top chord 2x6 SP SS Dense member design.
Bot chord 2x6 SP SS Dense:B2 2x8 SP SS Dense: Ply l
Webs 2x4 SP M-31 Additional Notes Maximum Bot Chord Forces Per PI Ibs)
:W1,W2,W10,W11 2x4 SP#3: The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values 8-0-6. A-0 2136 -592 N-M 2291 -566
approved 1/30/2013 by ALSC Q-P 2137 -593 M-L 2137 -593
P.O 2291 -566 L-K 2136 -592
Plating Notes O-N 1830 -357
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational Maximum Web Forces Per Ply(Ibs)
Tolerance,and/or zero Positioning Tolerance. Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece.
Q-B 49 -68 H-N 1350 -191
Purlins B-P 200 -5 N-I 339 -818
In lieu of structural panels or rigid ceiling use purlins P-C 124 -424 I-M 128 -424
to laterally brace chords as follows: C-O 339 -818 M-J 200 -12
Chord Spacing(in oc) Start(ft) End(ft) O-D 1350 -191 J-L 49 -68
TC 24 0.00 29.92 E-G 1064 -3666
BC 120 0.15 29.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Collar-tie braced with continuous lateral bracing at
24"OC.or rigid ceiling.
Loading
Attic room loading from 8-11-0 to 21-0-0:Live Load:
40 PSF.Dead Load:10 PSF Ceiling:5 PSF,
Kneewalls:2 PSF
NOTES:
1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200
TrueHouse Michael G Kozlowski Jeffrey P Arneson Derek 8 Murray
APEX
PE No.60839 PE No.58544 PE No 71457
63584 Ply: 1 SEQN:17453/T40/HIPS
Bull Residence Qty: 1 FROM: DRW:
T15 Wgt:116.2 lbs ... / ... 04/06/16
6' 12'5"8 1611" 24'11"
6' I 6'5"8 ) 6'5.8 { I
6'
1112X4
C=-6X8 0 ;°6X8 8
12
T6 � IP a 11
0
0 03X48 F443X4
a3X8(B2)A O GQ3X8(82)
1 l -0° 8 1 0 91"2
ski J 1
1112X4 .6X8 11122
X4
6112 6'3-12 6'3"12 6'112
1 6'1"12 I 12'5"8 I 18'9"4 I 24'11" i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.202 D 999 293 A 1774 /618 /- I- I- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.387 D 758 293 G 1774 /618 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.105 F - - A Min Brg Width Req= 2.1
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.1
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.714 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.517 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 1169 -3302 D-E 1444 -4065
Wind Duration:1.60 WAVE VIEW Ver:16.01.00.0302.13 B-C 1146 -3253 E-F 1146 -3253
Lumber Purlins C-D 1444 -4065 F-G 1169 -3302
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP M-30 to laterally brace chords as follows: Maximum BotC Chord Chords Per Tens. Comp.
Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Chords
TC 24 0.00 24.92
Webs 2x4 SP#3 A-J 2840 -998 I-H 2852 -997
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 85 0.00 24.92 J-I 2852 -997 H-G 2840 -998
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads C-J 319 -59 I-E 1357 -501
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-I 1357 -501 H-E 319 -59
TC-From 56 plf at 0.00 to 56 plf at 6.00 D-I 494 -836
TC-From 28 plf at 6.00 to 28 plf at 18.92
TC-From 56 plf at 18.92 to 56 plf at 24.92
BC-From 10 plf at 0.00 to 10 plf at 6.06
BC-From 5 plf at 6.06 to 5 plf at 18.85
BC-From 10 plf at 18.85 to 10 plf at 24.92
TC- 47 lb Conc.Load at 6.00,18.92
TC- 154 lb Conc.Load at 6.06,8.06,10.06,12.06
12.85,14.85,16.85,18.85
BC- 160 lb Conc.Load at 6.00,18.92
BC- 86 lb Conc.Load at 6.06,8.06,10.06,12.06
12.85,14.85,16.85,18.85
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
3-6-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include KS!1-03,
should be used in conjunction with the architectural plans during installation.
T2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200
APEX
Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No 71457