1662 MARITIME OAK DR - TRUSS REVISION RIVERSIDE
HOMES
FILE CO!:
SUBDIVISION:
Atlantic Beach Country Club
LOT NUMBER:
:ATHING 125
1 MODEL:
16" I 27'10.8 1 SnataRosaA7T1 expC
DESIGNED/CHECKED:
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA IN
RIVERSIDE
, .. HOMES
FILE copy a II
Atlantic Beach Country Club
LOT NUMBER:
125
MODEL:
SnataRosaA7TlexpC
DESIGNED/CHECKED:
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OR SHEATHING
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_ sal instructions 1111111111i ----!Jo3 acc om panying this drawing,
wing,
including BCSI-B1, should be
used in conjunction with the
architectural and structural
P
lass during installation. If
12 P- P 12 ,2 1E 12 1? — — BCSI-B1 has not been
shipped to the site with the
components shown on this
21'7"8 page, please contact Apex
Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic,or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the En•ineer of Record for
;IAAt1� wilding
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).7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 /�r ' ',tq
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA N
Riverside Homes
Site Information FILE COPY .,
125 Atlantic Beach Country Club(FL, Duval)
Structural Engineer of Record
TH
Derek B. Murray
PE No.71457
4745 Sutton Park Court,Suite 402 Tru eHo use
Jacksonville,FL 32224
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 v1.00.00
This Package inlcudes 67 truss designs with individual date of design
NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1
1 ABCC125 F01 3/2/2016 31 ABCC125 104 3/2/2016 161 ABCC125 T33 3/2/2016
2 ABCC125 F02 3/2/2016 32 ABCC125 T05 3/2/2016 62 ABCC125 T34 3/2/2016
3 ABCC125 F03 3/2/2016 33 ABCC125 106 3/2/2016 63 ABCC125 T35 3/2/2016
4 ABCC125 F04 3/2/2016 34 ABCC125 107 3/2/2016 64 . ABCC125 T36 3/2/2016
5 ABCC125 F05 3/2/2016 35 ABCC125 108 3/2/2016 65 ABCC125 T37 3/2/2016
6 ABCC125 FG01 3/2/2016 36 ABCC125 T09 3/2/2016 66 ABCC125 T38 3/2/2016
7 ABCC125 FG02 3/2/2016 37 ABCC125 110 3/2/2016 67 ABCC125 T39 _ 3/2/2016
8 ABCC125 FG03 3/2/2016 38 ABCC125 T11 3/2/2016
9 ABCC125 FG04 3/2/2016 39 ABCC125 112 3/2/2016
10 ABCC125 FG05 3/2/2016 40 ABCC125 113 3/2/2016
11 ABCC125 FGE01 3/2/2016 41 ABCC125 114 3/2/2016
12 ABCC125 FGE02 3/2/2016 42 ABCC125 T15 3/2/2016
13 ABCC125 FGE03 3/2/2016 43 ABCC125 T16 3/2/2016
14 ABCC125 FT01 3/2/2016 44 ABCC125 T16D 3/2/2016
15 ABCC125 FT02 3/2/2016 45 ABCC125 T17 3/2/2016
16 ABCC125 FT03 3/2/2016 46 ABCC125 T18 3/2/2016
17 ABCC125 FT04 3/2/2016 47 ABCC125 T19 3/2/2016
18 ABCC125 FT05 3/2/2016 48 ABCC125 T20 3/2/2016
19 ABCC125 FT06 3/2/2016 49 ABCC125 T21 3/2/2016
20 ABCC125 GE01 3/2/2016 50 ABCC125 T22 3/2/2016
21 ABCC125 GE02 3/2/2016 51 ABCC125 T23 3/2/2016
22 ABCC125 GE03 3/2/2016 52 ABCC125 T24 3/2/2016
23 ABCC125 J03 3/2/2016 53 ABCC125 T25 3/2/2016
24 ABCC125 J06 3/2/2016 54 ABCC125 T26 3/2/2016
25 ABCC125 J061 3/2/2016 55 ABCC125 T27 3/2/2016
26 ABCC125 109 3/2/2016 56 ABCC125 T28 3/2/2016
27 ABCC125 PB01 3/2/2016 57 ABCC125 T29 3/2/2016
ilitipt
128 ABCC125 101 3/2/2016 58 ABCC125 130 3/2/2016 , �� 1�f�
129 ABCC125 T02 3/2/2016 59 ABCC125 131 3/2/2016 �,S4. U p7q y`0,'
130 ABCC125 103 3/2/2016 60 ABCC125 T32 3/2/2016 V. AGE N E••°••• s�,•1 •
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Flori. ; o 'l 1 * •
if*/\ Engineer Business No.7547.4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-52 S.
*• • •
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the •
•
Truss Design Drawings listed above and attached. The suitability and use of each drawing for any • •, V F 451 4:7
ST;
particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 • Q.•; ,
A PESWith my seal affixed to this sheet,I hereby certify that this serves as anf index sheet in conformance with .r, •... ••t `%,0 ... Pt ‘v..7,Q, ,..
Rule 61G35.23.002(2)and 61G15.31.003 of the Florida Board of Professional Engineers r i. .Si9�0�`♦
•
•
Job#ABCC125 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 824.46 154.00
1 2210"00 T05 HIPS 7.00/12 Pitch 1 -Ply 1 755.87 0.00
2 755.87 44.00
• 1 2210"00 T06 SPEC 7.00/12 Pitch 1 -Ply 1 1870.60 921.00
2 1905.54 935.00
2 1310"00 T07 COMN 0.00/12 Pitch 1-Ply 1 457.94 90.00
2 457.94 90.00
8 13'10"00 T08 COMN 0.00/12 Pitch 1-Ply 1 457.94 131.00
2 457.94 131.00
1 13'10"00 T09 HIPS 0.00/12 Pitch 1-Ply 1 725.70 336.00
2 725.70 336.00
1 05'00"00 T10 MONO 7.00/12 Pitch 1 -Ply 1 636.01 183.00
2 585.90 172.00
9 36'05"00 T11 MONO 3.00/12 Pitch 1-Ply 1 329.40 84.00
2 1729.43 489.00
3 530.34 151.00
1 21'11"00 T12 HIPM 7.00/12 Pitch 1 -Ply 1 742.81 39.00
2 742.81 256.00
1 38'06"00 T13 MONO 3.00/12 Pitch 1 -Ply 1 464.48 48.00
2 2490.45 295.00
3 -296.96 157.00
3 17'08"00 T14 SPEC 3.00/12 Pitch 1 -Ply 1 577.87 21.00
2 583.82 148.00
3 17'06"08 T15 SPEC 3.00/12 Pitch 1 -Ply 1 573.74 20.00
2 579.68 147.00
1 17'06"08 T16 SPEC 3.00/12 Pitch 1 -Ply 1 678.49 67.00
2 484.78 147.00
1 17'06"08 T16D SPEC 3.00/12 Pitch 1 -Ply 1 -1808.24 67.00
2 484.78 147.00
1 0700"00 T17 HIPM 7.00/12 Pitch 1 -Ply 1 283.68 85.00
2 361.61 108.00
1 2110"08 T18 COMN 7.00/12 Pitch 1 -Ply 1 825.47 99.00
2 859.50 211.00
1 2110"08 T19 COMN 7.00/12 Pitch 1 -Ply 1 824.28 93.00
2 895.94 211.00
1 21'10"08 T20 COMN 7.00/12 Pitch 1 -Ply 1 810.05 160.00
2 821.58 279.00
1 2110"08 T21 COMN 7.00/12 Pitch 1 -Ply 1 1036.39 409.00
2 1122.74 410.00
1 21'10"08 T22 COMN 7.00/12 Pitch 1 -Ply 1 811.81 189.00
2 876.49 257.00
1 21'10"08 T23 COMN 7.00/12 Pitch 1 -Ply 1 724.15 200.00
2 724.15 248.00
1 21'10"08 T24 HIPM 7.00/12 Pitch 1 -Ply 1 1156.21 344.00
2 1230.41 366.00
1 18'06"00 T25 HIPS 7.00/12 Pitch 1 -Ply 1 984.78 293.00
2 984.78 293.00
1 18'06"00 T26 HIPS 7.00/12 Pitch 1 -Ply 1 612.42 183.00
2 612.42 183.00
1 18'06"00 T27 HIPS 7.00/12 Pitch 1 -Ply 1 612.42 176.00
Page 2 of 3
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ABCC125 Ply:1 SEAN:17490/T82/SY42
SantaRosaA7TlexpC Qty: 3 FROM: DRW:
F01 Wgt:123.2 lbs ... / ... 03/02/16
103" I 12'2"8 I 227
10'3" 1'11"8 10'4"8
(TYP)
q °4X5(2) p E11133X3 G H °3X3[14] L 1112X4
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• 227" 1
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 Ioc Udell L/# Loc R /U /Rw /Rh I RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.395 G 678 360 Y 1228 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.618 G 433 357 0 1243 I- /- I- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.068 B - - Y Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL):0.107 B - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA pat Bldg Code: FBC 2014 RES Max TC CSI: 0.624
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.847 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.595 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 0 0 G-H 0 -4416
1:NA GCpi:NA Plate Type(s): B-C 0-1823 H-I 0 -4409
Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-3124 I-J 0 -3940
•
Lumber End Vertical Attachment D-E 0-3974 J-K 0 -3070
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0-44 K-L -1740
G
F-G 0-4411 0 0 L-M 1
Top chord 4x2 SP#2:T2 4x2 SP M-30: using(3)qty.10d box or(0.128"x3"min)gun nails,or 1 0
Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(Ibs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13S"uses design values narrow face.
approved 1/30/2013 by ALSC Y-X 1047 0 T-S 4250 0
Additional Notes X-W 2577 0 S-R 4250 0
Plating Notes +2x6 continuous strongback.See detail W-V 3653 0 R-Q 3609 0
All plates are 4X4 except as noted. STRBRIBR1014 for bracing and bridging V-U 4273 0 Q-P 2511 0
recommendations. U-T 4416 0 P-O 958 0
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord Truss must be installed as shown with top chord up.
No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs)
[2] 4X5 2.25 L 1.25 [3] 4X5 2.75 L 1.25 -0. Webs Tens.Comp. Webs Tens. Comp.
1-8
[13] 3X3 1.25 L 1.25 [14] 3X3 1.25 R 1.25 A-Y 0 -42 T-I 623 -174
[20] 4X5 2.75 R 1.25 [21] 4X5 2.25 R 1.25 Y-B 0-1573 I-R 0 -506
B-X 1233 0 R-J 525 0
Purlins X-C 0-1197 J-O 0 -856
In lieu of structural panels or rigid ceiling use purlins C-W 869 0 0-K 887 0
to laterally brace chords as follows: W-D 0 -839 K-P 0 -1216
Chord Spacing(in oc) Start(ft) End(ft) D-V 510 0 P•L 1250 0
TC 24 0.00 22.33
V-F 0 -493 L-0 0 -1523
BC 120 0.00 22.33
Apply purlins to any chords above or below fillers F-U 600 -197 M-O 0 42
at 24"OC unless shown otherwise above. U•G 59 -332 O-N 0 -7
H-T 46 -345
Hangers/Ties
(J)Hanger Support Required,by others
Camber
Max JT VERT DEFL:LL:0.39"DL:0 29".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
r sufficient 1 This drawing is not sucient 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 Florida Engineer
Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200
APEX
TrueHouse PE Noe608391owski PO No 58544 son Derek B Murray
ABCC125 Ply:1 SEQN:17505/T27/SY42
SantaRosaA7TlexpC Qty: 2 FROM: DRW:
F03 Wgt:70.0 lbs ... / ... 03/02/16
5'3" I 7'4"8 I 12,9" I
5'3" 2'1"8 5'4"8
I-2.6" I 2'6"12--.-1 J- n
2.6°12-I
(TYP)
IIII1X3 3X4[2] III X3 IIIbX3 m34[7] II)F]X3
Tr-s - G 2a
1 0y 10'1"2
K X4 =3X3[ 3] °3I 3[ 6] = H
=4X5
r 12.9" •
I 12'9"
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.118 C 999 360 K 687 /- /- /- I- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.233 C 644 240 H 703 I- I- /- I- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - K Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B - - H Min Brg Width Req= 1.5
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: 0.705
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.657 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.316 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -1372
I:NA GCpi:NA Plate Type(s): B-C 0-1373 E-F 1 0
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1382
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 recommendations. K-J 952 0 I-H 917 0
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. J-I 1382 0
Lumber value set"138"uses design values The overall height of this truss excluding overhang is
approved 1/30/2013 by ALSC 1-8-0. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord A-K 0 -105 I-E 596 0
No Size Shift Bite No Size Shift Bite K-B 0-1104 E-H 0 -1078
[2] 3X4 2.25 L 1.25 [3] 3X3 1.25 R 1.25 B-J 569 0 F-H 0 -105
[6) 3X3 1.25 L 1.25 [7) 3X4 2.25 R 1.25 J-C 0 -222 H-G 0 -10
Purlins D-I 0 -239
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 12.38
BC 120 -0.13 12.38
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:
f' 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.
6111) 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 PL Noet60G8K3o9zlowski efrey 5 Arneson PE No Murray 1457
PE
ABCC125 Ply:1 SEQN:17507/T17/SY42
SantaRosaA7TlexpC Qty: 10 FROM: DRW:
F05 Wgt:79.8 lbs ... / ... 03/02/16
7'5"8 18'5"8I 13'10"
7'5"8 1 5'4"8
f F-- I -I-- --I I--- -I f�I
2'6" 2'6"12 2'0"4 2'6"12
(TYP)
11112(3 =34[3] III L(3 =R(3 IIIXX3 °3)4[10] 111e3
I 22 N - bi - H
co CI+
= 10'1"2
=4X5 1111X3 =3X4
4X52] L K J -14X5[12]
i 13'10" i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pt NA Cc:NA VERT(LL): 0.116 D 999 360 M 748 I- /- /- I- 15.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.182 D 879 240 I 748 /_ /_ I_ I- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 B - - M Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.034 B - - I Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.481
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.761 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.335 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 D-E 0 -1546 I
I:NA GCpi:NA Plate Type(s): B-C 0-1534 E-F 0 -1536
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1534 F-G 1 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 recommendations. M-L 992 0 K-J 1546 0
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 1549 0 J-I 995 0
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is
approved 1/30/2013 by ALSC 1-8-0. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -10 D-K 31 -132
No Size Shift Bite No Size Shift Bite A-M 0 -105 E-J 0 -238
[2] 4X5 2.75 L 1.25 [3] 3X4 2.25 L 1.25 M-B 0-1167 J-F 641 0
[10] 3X4 2.25 R 1.25 [12] 4X5 2.75 R 1.25 B-L 632 0 F-I 0 -1170
Purlins C-L 0 -270 G-I 0 -105
L-D 172 -246 I-H 0 -10
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 13.46
BC 120 0.13 13.46
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 BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
(11}I 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Fonda Corporation Florida Engineer Jf*/\
Business No 7547-4745 Sutton Park Coun.Suite 402.Jacksonville.FL 32224-904.821.5200
APEX
Tru eHo use PE No Michael 60839Kozlowski Jeffrey P
PE No 585445on PE No 71457y Derek
ABCC125 Ply:2 SEAN:177971 T36/HIPM
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FG02 Wgt:92.4 lbs ... / ... 03/02/16
B _
—r op 1113X4
di
12
7 l'
o M
O C)
iN
o
0 3X8
A/
N • �■
1 j)y 101"2
I► =4X5 C
1114X4 7'
7'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) D@tUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 D 1011 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 C 1012 I- /- /- /- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 B - - D Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.005 B - - C Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.644 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.169 Chords Tens.Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 36 -53
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Hangers!Ties Chords Tens.Comp.
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-C 253 0
Top chord 2x4 SP#2 Additional Notes
Bot chord 2x6 SP SS Dense Maximum Web Forces Per Ply(Ibs)
Webs 2x4 SP#3:W1 2x6 SP#2: The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"13B"uses design values 5-0-10.
approved 1/30/2013 by ALSC A-D 0 -71 B-C 0 -80
A-C 0 -252
Nailnote
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @ 5.50"o.c.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 52 plf at 0.00 to 52 plf at 7.00
BC-From 5 plf at 0.00 to 5 plf at 7.00
BC- 547 lb Conc.Load at 1.79,3.79
BC- 533 lb Conc.Load at 4.96 Y
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 6.83
BC 84 0.00 7.00
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
f' 1 This drawing is not suffiaent alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03,
should be used in conjunction with the architectural plans dunng installation.
(11r11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Flonda Engineer JfV\
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200
APEX
Tru eHo u se PENo 0839lowskr PE No 58544 PE No Murray 1457
ABCC125 Ply:2 SEAN:174051 T38/FLAT
SantaRosaA7T1expC Qty: 1 FROM: DRW:
FG04 Wgt:259.0 lbs ... / ... 03/02/16
6'10" 97"10
1'11"2 3'10"4 5'9"6 1 07'8"81 1 11 2 I 11'5" 13'2"6 15'3"4 17'0"10 18'11"12 20'10"14 22'10"
1,11"2 I 1'11"2 I 1,11"2 1f 0"8I I 19"6 I 1'9"6 I 2'0,'14 I 1'9"6 I 1,11"2 I 1'11"2 I 1'11"2
=3X4 1112X4 1112X4
A B C D E F G H I J K L M N
1 1 10'1"2
" AA Z Y X W V U T S R Q P •
1112X4 04X10 112X4 m5X5 1112X4
1 7"10 1'11"2 1'11"2 1'11"2 2'0"14 1'11"2 2'0"14 '4"2 1'11"2
r1-I 5'5"14 I- 75" 1 9'4"2 I 11,5" -I 13,4"2 I- 15'5" 'I " 1f 7;4,.2'1 I 21'2"6 I •
1 ,,, 2 1 I'I 1 111"2 1 1I- r-10
3'6"12 16' 19'3"4 22'10"
Loading Criteria(pst) 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 I Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.334 H 820 274 AB 1639 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.522 H 525 274 0 1553 I- I- /- I- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.053 A - - AB Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.083 A - - 0 Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AB&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.496 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.563 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -932 H-I 0 -3912
I:NA GCpi:NA Plate Type(s): , B-C 0-1913 I-J 0 -3420
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2733 J-K 0 -3398
Lumber Puriins D-E 0-3397 K-L 0 -2542
Value Set:13B(Effective 6/1/2013) In lieu of structural F-G F 0-3938 L-M 0 --880
( ) panels or rigid ceiling use purlins
Top chord 2x4 SP#2 to laterally brace chords as follows: F-G 0-3938 M-N 0 880
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) G-H 0-3912
Webs 2x4 SP#3 TC 24 0.00 22.83
BC 120 0.00 22.83 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above.
The TC of this truss shall be braced with attached AB-AA 4 0 U-T 3420 0
Nailnote spans at 24"OC in lieu of structural sheathing.
AA-Z 1101 0 T-S 2680 0
Nail Schedule:0.131"x3",min.nails Z-Y 2055 0 S-R 2680 0
Top Chord:1 Row @12.00"o.c. Additional Notes Y-X 2852 0 R-0 1930 0
Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up.
X-W 3497 0 0-P 1038 0
Webs :1 Row @ 4"o.c. P p' W-V 3953 0 P-0 4 0
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is V-U 3458 0
in each row to avoid splitting. 1-8-0.
Special Loads Maximum Web Forces Per Ply(Ibs)
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.00 to 100 plf at 6.83 A-AB 0 -779 H-V 0 116
TC-From 100 plf at 6.83 to 100 plf at 22.83 A-AA 1182 0 V-I 702 0
BC-From 10 plf at 0.00 to 10 plf at 16.00 AA-B 0 -764 I-U 0 411
BC-From 10 plf at 16.00 to 10 plf at 22.83
BC- 680 lb Conc.Load at 9.96 B-Z 1035 0 J-T 0 -196
Z-C 0 -645 T-K 982 0
Plating Notes C-Y 864 0 K-R 0 -628
All plates are 4X5 except as noted. Y-D 0 -541 R-L 779 0
D-X 694 0 L-Q 0 -599
Plates sized for a minimum of 4.00 sq.in./piece. X-F 0 -456 Q-M 969 0
Camber F-W 562 0 M-P 0 -721
W-G 0 -68 P-N 1115 0
Max JT VERT DEFL:LL:0.33"DL:0.21".See detail G-V 34 -127 N-0 0 -737
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
NOTES:
61) 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
APEX
TrueHouse PE
No 60G 839 Kozlowski
8391sk1 PE No 8544�n Derek
5 PE No 71457y
ABCC125 Ply:1 SEAN:17495/T20/SY42
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FGE01 Wgt:92.4 lbs .. / ... 03/02/16
F-1'5"8 4-- 1'4"H
(TYP) pp
AF A B C F�X4 F
DW G H I J K L M N 1111X3
T3:8 1 - - - - _ P
co
. i i -,j ([),1 01"2
AE AD AC AB-------
AA Z Y X W </U1-1-1 1X3 T R Q
III 1X3 111 1X3 1111X3 1111X3 III 1X3 1111X3 .1111X3 1111X3 W=3X4 III 1X3 1111X3 1111X3
I 16'11"8 1
F 16'11"8 {
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/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 Cc:NA VERT(LL): 0.000 B 999 360 AE*109 /- /- /- 1- /203
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 263 AE Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 0 - - Bearing AE is a rigid surface.
Des Ld: 55.00 EXP:NA -- HORZ(TL): 0.002 0 - -
NCBCLL: 10.00 Mean Height:NA ft Code/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: 0.204 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 H-I 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 I-J 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 J-K 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 K-L 0 0
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 E-F 0 0 L-M 0 0
Lumber Additional Notes F-G 0 0 M-N 0 0
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up.
G-H 0 O N-O 0 0
Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#3 1-8-0. p
Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3
Lumber value set"13B"uses design values AE-AD 0 0 X-W 0 0
approved 1/30/2013 by ALSC AD-AC 0 0 W-V 0 0
AC-AB 0 0 V-U 0 0
Bracing AB-AA 0 0 U-T 0 0
Sheathing is required for any longitudinal(drag) AA-Z 0 0 T-S 0 0
forces.All connections to be designed by the building Z-Y 0 0 S-R 0 0
designer. Y-X 0 0 R-Q 0 0
Fasten rated sheathing to one face of this frame.
Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
All plates are 2X4 except as noted.
AF-AE 0 -9 O-Q 0 -10
Purlins A-AE 0 -59 Q-P 0 -8
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp.
TC 24 0.25 16.71
BC 120 0.25 16.71 B-AD 0 -150 I-X 0 -133
Apply purlins to any chords above or below fillers C-AC 0 -129 J-W 0 -133
at 24"OC unless shown otherwise above. D-AB 0 -134 K-U 0 -134
F-AA 0 -133 L-T 0 -132
End Vertical Attachment G-Z 0 -133 M-S 0 -139
Attach notched end vertical(s)to next end vertical H-Y 0 -133 N-R 0 -107
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:
f' 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.
(11'11) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Foonda Corporation. Fonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200
APEX
TrueHouse PENo 0839lowski PE No 58544son Derek No Murray 7457
ABCC125 Ply:1 SEAN:17497/T14/SY42
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FGE03 Wgt:75.6 lbs ... / ... 03/02/16
f--- 1'5"8-+- 1'4"H
(TYP)
A B C D E F G H I J K
T 3,.8 X 1 _ a' 14 1
-
1112X4 V U T S R Q P 0 N III 2X4
1211" 1581
13'10" {
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1 W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 W 74 /- I- l- l- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 240 W'104 I- l- /- /- /154
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 M - - M 74 /- I- /- I- /5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 M - - W Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 W Min Brg Width Req= -
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 M Min Brg Width Req= 1.5
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.035 Bearings W.W,&M Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 A-B 0 0 F-G 0 0
Lumber Additional Notes B-C 0 0 G-H 0 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 0 0 H-I 0 0
Top chord 4x2 SP#3 recommendations.
D-E 0 0 I-J 0 0
P E-F 0 0 J-K 0 0
Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up.
Webs 4x2 SP#3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values 1-8-0. Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
W-V 0 0 R-Q 0 0
Bracing V-U 0 0 Q-P 0 0
Sheathing is required for any longitudinal(drag) U-T 0 0 P-0 0 0
forces.All connections to be designed by the building T-S 0 0 0-N 0 0
designer. S-R 0 0 N-M 0 0
Fasten rated sheathing to one face of this frame.
Plating Notes Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
All plates are 1X3 except as noted. X-W 0 9 K-M 0 58
Purlins A-W 0 -58 M-L 0 -9
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp.
TC 24 0.13 13.46
BC 120 0.13 13.46 B-V 0 -150 G-Q 0 -133
Apply purlins to any chords above or below fillers C-U 0 -129 H-P 0 -134
at 24"OC unless shown otherwise above. D-T 0 -134 I-0 0 -129
E-S 0 -133 J-N 0 -150
End Vertical Attachment F-R 0 -133
Attach notched end verticals)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:
f 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. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 "V\
APEX Derek B TrueHouse PE
No Michael 391owskI PE No.58544 son
o 58544son PE No 71457y
ABCC125 Ply:2 SEAN:17451/T79/SPEC
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FT02 Wgt:235.2 lbs ... 1 ... 03/02/16
2'6-12 I 4.6.15 10'611 i 164- 1 181.8 j
26"12 1'11-3 6613 5'65 1178
- .2X40
72
7
15X5 E.
m
Oa
3 12
v
I4X6(SR5)O EL1 H
T 0.2X .1 'r T
.5x5 E73X4 • �'_,.
( B _
' A:��i •�� ���� 1 10'1.2
L
•KX8 m1X5 -: (�
-X 4 112 4
1-74- j 15'9-6 j
768 1 78'7 I 5.11-1 } ire I I
z8e 104-15 164- 181"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 G 999 240 L 712 1 212 /362 /- /334 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 G 999 185 I 747 1 197 /486 /- 1- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.008 I - - L Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.322 Bearings L&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.150
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.336 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 90 -116 D-E 86 -306
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 84 -109 E-G 48 -79
Lumber Purlins C-0 90 -104 F-H 189 -431
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 2x4 SP M-30
Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 0.00 18.13
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' BC 120 0.00 18.13 A-L 108 70 K-J 413 183
Apply purlins to any chords above or below fillers L K 276 -192 J-I 3 1
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above.
approved 1/30/2013 by ALSC
Additional Notes Maximum Web Forces Per Ply(Ibs)
Nailnote Webs Tens.Comp. Webs Tens. Comp.
The maximum horizontal reaction is
Nail Schedule:0.131"x3",min.nails 334# C-L 51 -59 E-F 147 -275
Top Chord:1 Row @12.00"o.c. The overall height of this truss excluding overhang 15 L-D 147 -406 F-G 54 -63
Bot Chord:1 Row @12.00"o.c. 9 g g D-K 73 -45 F-J 160 -311
Webs :1 Row @ 4"o.c. 8-8-5. K-E 137 -8 J-H 524 -233
Use equal spacing between rows and stagger nails K-F 83 -185 H-I 139 -363
in each row to avoid splitting.
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 54 plf at 0.00 to 54 plf at 4.49
TC-From 56 plf at 4.49 to 56 plf at 16.33
TC-From 200 plf at 16.33 to 200 plf at 18.13
BC-From 10 plf at 0.00 to 10 plf at 18.13
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Lek cantilever is exposed to wind
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 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation Florida Engineer
Business No.7547-4745 Sutton Park Cowl.Suite 402.Jacksonville.FL 32224••904.821.5200
APEX Derek TrueHouse PE No Michael 60G 839 Kozlowski
8391owski PE No 58544son PE No.71457y
ABCC125 Ply:2 SEQN:17455/T35/SPEC
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FT04 Wgt:229.6 lbs ... / ... 03/02/16
710.8 8.5-4 14• 151-8
210-8 ) 5'612 j 5'612 I 1'9-8
- •2X4 E
12
7
05X5 0C
i
5.
5.
s5x5r)
4X5 B
T ` D CMi.F
4. - 1 11092
Y 4 434 4. -• 112X41--
J I H
7102 11'1.14 I'9.8
A 2102 j 14' j 15'9*8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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): 0.017 E 999 240 J 547 /150 /257 /- /306 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 E 999 189 G 777 /199 /512 1- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 A - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.015 A - - J Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:15.27 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.297 Bearing G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.480
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.369 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 84 -375 C-E 44 -80
Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 125 -471 D-F 181 -546
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purtins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) J-I 77 -153 H-G 3 1
Webs 2x4 SP#3 TC 24 0.00 15.79
BC 120 0.00 15.79 I-H 510 -174
Lumber value set"13B"uses design values Apply puffins to any chords above or below fitters
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs)
Nailnote The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp.
spans at 24"OC in lieu of structural sheathing. A-J -282 C-D 155 239
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @12.00"o.c. Wind A-I 450 -100 D-E 54 -59
Bot Chord:1 Row @12.00"o.c. Wind loads based on MWFRS with additional C&C I-B 139 -335 D-H 175 -355
Webs :1 Row @ 4"o.c. I-C 283 -98 H-F 661 -222
Use equal spacing between rows and stagger nails member design. I-D 67 -359 F-G 134 -400
in each row to avoid splitting. Left end vertical not exposed to wind pressure.
Special Loads Additional Notes
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The maximum horizontal reaction is
TC-From 56 plf at 0.00 to 56 plf at 2.88 306#
TC-From 56 plf at 2.88 to 56 plf at 14.00 The overall height of this truss excluding overhang is
TC-From 100 plf at 14.00 to 100 plf at 15.79 8-8-5.
BC-From 10 plf at 0.00 to 10 plf at 15.79
TC- 200 lb Conc.Load at 14.25
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Hangers I Ties
(J)Hanger Support Required,by others
NOTES:
It 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 Jf*/\
Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821 5200
APEX Derek TrueHouse PE N 60839Kozlowski PC No 58544son PE No Murray 7457
■
ABCC125 Ply:2 SEQN:17618/T40/MONO
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
FT06 Wgt:224.0 lbs ... / ... 03/02/16
6'0.8 ( 14' I 15'9.8
6'0.8 7'11-8 1'9.8
- •2x4 D
12
7
ti; a5x51SRS)
'`4xs B
1- _ .r
Falk E
1 - 11 p
H t2
51012 8'1.4 1518
1 5'10.12 ) 14' ) 15'9. 8 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cr 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): 0.010 B 999 240 I 533 /152 /269 I- /283 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 B 999 189 F 692 /199 /483 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 0 - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.007 A - - I Min Brg Width Req= -
NCBCLL:10.00 Mean Height:15.27 ft Code/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: 0.480 Bearing F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.300
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.331 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): , A-B 86 -310 C-E 182 -416
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-D 46 -89
Lumber Purlins
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: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 Chord Spacing(in oc) Start(ft) End(ft)
Webs 2x4 I-H 77 -142 G-F 3 -1
Webs 2x4 SP#3 TC 24 0.00 15.79
BC 120 0.00 15.79 H-G 402 -178
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs)
Nailnote The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp.
spans at 24"OC in lieu of structural sheathing. A-I 87 -256 C-D 77 91
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @12.00"o.c. Additional Notes A-H 364 -101 C-G 163 -283
Bot Chord:1 Row @12.00"o.c. The maximum horizontal reaction is H-B 84 -143 G-E 512 -225
Webs :1 Row @ 4"o.c. 283# H-C 60 -138 E-F 141 -347
Use equal spacing between rows and stagger nails B-C 177 -330
in each row to avoid splitting. The overall height of this truss excluding overhang is
8-8-5.
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 6.04
TC-From 56 plf at 6.04 to 56 plf at 14.00
TC-From 156 plf at 14.00 to 156 plf at 15.79
BC-From 10 plf at 0.00 to 10 plf at 15.79
Plating Notes
Plates sized for a minimum of 4.00 sq.inipiece.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
NOTES:
r 1.This drawing is not suffioent alone for installation. Additional Instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans dunng installation.
TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Flonda Corporation. Florida Engineer
Business No.7547.4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224•904.821.5200 fi"\
APEX
TrueHouse PE oe60839 Kozlowski PE Jeffrey
No.58544son Derek Murray 1457
ABCC125 Ply:1 SEQN:17649/T28/GABL
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
GE02 Wgt:148.4 lbs ... / ... 03/02/16
57.8 I 10.11-8 I 163-8 I 21'11"
57'8 5'4' 64' 57'8
(-17-8-I--28'-I
(Tie)
E.4X5
-
O : F
opt
12 �
7 0,5X50 6X8 oNsX5
a ,, �� �� ,, H 13X3
pc I
Li 113X3
P. �� O M
iiii #5X5 '45%5 1141 , 1 .13X3
12 �
0 N 1 .3X3
1 -: 13X4 K = .3X4_$1o1"2
,1 �
R
410.8 57'8 57'8 4•10-8
• I I 1o'1re I 167 f 21'5.8 I�A
21'11'
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 /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.242 F 999 258 R 743 /209 /337 /- /165 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.493 F 524 258 J 743 /209 /337 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.308 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.628 J - - R Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.19 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.382 Bearings R&J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.506
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.897 Maximum Top Chord Forces Per Ply(lbs)
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 740-1970 E-F 772 -2518
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 784-1888 F-G 740 -2607
Lumber Additional Notes C-D 740-2607 G-H 784 -1888
Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for D-E 772-2518 H-I 740 -1970
Top chord 2x4 SP#2 gable wind bracing requirements.
Rot chord 2x4 SP#2 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3:W2,W8 2x4 SP#2: 8-3-8. Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values R-Q 177 -209 N-M 1948 -673
approved 1/30/2013 by ALSC Q-P 188 -208 M-L 1927 -667
.P-O 1927 -667 L-K 28 -60
Plating Notes 0-N 1948 -673 K-J 29 -74
All plates are 2X4 except as noted.
Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
In lieu of structural panels or rigid ceiling use purlins A-R 280 -678 N-W 560 207
to laterally brace chords as follows: A-S 1745 -615 W-X 561 211
Chord Spacing(in oc) Start(ft) End(ft) S-T 1743 -610 X-G 558 -211
TC 24 0.00 21.92 T-P 1754 -620 G-L 143 -444
BC 75 0.17 21.75 P-C 143 -444 L-Y 1754 -620
Apply puffins to any chords above or below fillers C-U 557 0 Y-Z 1743 -610
at 24"OC unless shown otherwise above. U-V 560 0 Z-I 1745 -615
V-N 560 0 J-I 280 -678
Loading E-N 2356 -661
Gable end supports 8"max rake overhang.Top
chord must not be cut or notched. Maximum Gable Forces Per Ply(Ibs)
Wind Gables Tens.Comp. Gables Tens. Comp.
Wind loads based on MWFRS with additional C&C S-0 38 -13 W-F 65 -75
member design. B-T 95 -97 M-X 42 -6
U-O 42 -5 Y-H 95 -97
0-V 65 -75 K-Z 38 -13
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
6IH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Flonda Corporation. Flonda Engineer JgV\
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821 5200
Arneson APEX Jeffrey P TrueHouse PE No 1608391 ' PE No 58544 PE No 71457y
ABCC125 Ply:1 SEQN:17819/715/JACK
SantaRosaA7TlexpC Qty: 13 FROM: DRW:
J03 Wgt:18.2 lbs / ... 03/02/16
B
��� 24'3"6
12
7
v
SD
v
1113X(**
HB 4'4"12
°D • �( 20'11"
y
1112X4 5'
5' •
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 Cc:NA VERT(LL):-0.000 A 999 240 D 166 /111 /113 /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 I- /25 I- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 141 /53 /65 /- /133 /1.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.12 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.731 C Min Brg Width Req= -
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= -
Load Duration:1.25 P Bearing D Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.016
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.
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15
Lumber A-B 103 -71
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3 Chords Tens.Comp.
Webs 2x8 SP#2 D-C 0 0
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp.
(")1 plate(s)require special positioning.Refer to A-0 156 -141
scaled plate plot details for special positioning
requirements.
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 5.00
BC 60 0.00 5.00
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
3-7-14.
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.
(Tril) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Fonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
Tru eHo u s e PE No 608391ovski Jeffrey P
PE No.58544 Arneson
o 585445on PE No Murray 1457 Derek B
ABCC125 Ply:1 SEQN:178271 T76/JACK
SantaRosaA7TlexpC Qty: 6 FROM: DRW:
JO6T Wgt:23.1 lbs ... / ... 03/02/16
{
2'3.'4 { 5'
{
2'3"4 2'8'1 2
C
I �� 13'11'7
12
7
112X48 `9
b
M )
r EN
Y
112X4A �
T I .r 411'1"2
D
3X4
1 nail 1 10'1'.2
e► I12X4E
112X4 75- 2'r
25" 5'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in hoc Udefl L/# Loc R /U /Rw I Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 E 821 240 G 166 /- /79 1- /102 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.145 E 414 180 D 48 /6 /25 /- I- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.082 B - - C 137 /92 /92 /- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.143 B - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.724 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.166 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.105 Bearing G Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): - Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15
Lumber A-B 1 -101 B-C 69 -85
Value Set:13B(Effective 611!2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x6 SP#2:W2 2x4 SP#3: G-E 27 -40 F-D 0 0
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
Fasten rated sheathing to one face of this frame. A-G 56 -155 F-E 37 -24
F-B 66 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 5.00
BC 29 0.00 2.42
BC 31 2.42 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C8C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-1-13.
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.
(111rF1) 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 No 608391owski Jeffrey
PE No.58544 Arneson
o 58544son PE No 71457y
ABCC125 Ply:1 SEQN:17688/T30/MONO
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
PB01 Wgt:8.4 lbs .. / ... 03/02/16
9„8 1'8" 2'6'7 3'3"15
9"8 { 10"7 I 10"7 I 9"8
12
7 C=3X4
o e�� D
N
O O
I I I I a " 13::30
33 ins mo.o.
11.=41 Fr
r 9"8 1'8"15--i--9"8--i
9"8 1'8"15 9"8
I 9"8 2'6"7 I 3,3"15
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 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 999 240 A 21 /9 /12 /- /24 /6.1
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 999 180 B• 86 /15 /38 /- /- /20.9
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 - - E 21 /8 /11 /- /- /6.1
Des Ld: 32.00 EXP:C - -- • HORZ(TL): 0.000 - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:21.62 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.013 B Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.019 E Min Brg Width Req= 1.5
Load Duration 1.25 P Bearings A,B,&E are a rigid surface.
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): ' Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15
Lumber A-B 28 -26 C-D 30 -36
B-C 30 -36 D-E 12 -11
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3
Chords Tens.Comp.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC B-D 25 -4
Plating Notes
All plates are 3X4(A1)except as noted.
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.29 3.18
BC 17 1.01 2.46
Apply puffins 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
1-0-2.
NOTES:
f 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 fictibous name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Jf*/\
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904 821 5200
APEX Derek 8 Tru eHo u se PE No 1608391 ' PE No.58544son PE No 71457y
ABCC125 Ply:1 SEON:17781/T1/HIPS
SantaRosaA7TlexpC Qty: 2 FROM: DRW:
T02 Wgt:107.8 lbs ... / ... 03/02/16
7' 11'5" 15'10" 22'10"
I' 7' "I' 4,5,• "I- 4,5,' -I" T
=4X5 =5X5
co.-5X5
E
1 A
12
7
v
•
v
0 3X4 B F 3X4
113X8(E5)A O
1w .
G 1113X8(ES)•I ■
' ■ II I 20'11"
-=- °4X5 =3X4 m4X5
J I H
7'3"8 4'1"8 4'1"8 7'3"8
• 7'3"8 I- 11'5" -I 15'6"8 I 22'10" •
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.065 F 999 274 A 756 /214 /353 /- /115 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.142 F 999 274 G 756 /214 /353 I- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.096 B - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.70 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.547 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.849
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.434 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 800-1393 D-E 509 -875
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 506-1076 E-F 506 -1076
Lumber C-0 509 -875 F-G 798 -1393
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-J 864 -331 I-H 958 -377
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 958 -377 H-G 864 -331
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500'
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.
Plating Notes C-J 263 -52 D-H 143 -199
Plates sized for a minimum of 4.00 sq.in./piece. J-D 143 -199 H-E 263 -51
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 22.83
BC 120 0.00 22.83
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
4-9-14.
NOTES:
f 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{) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Flonda Corporation. Flonda Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904 821.5200
APEX Derek 0 TrueHouse PE Michael G No 608391aysk PE rNo 58544son PE No Murray 1457
ABCC125 Ply:1 SEQN:17484/T8/HIPS
SantaRosaA7TlexpC Qty: 2 FROM: DRW:
104 Wgt:112.0 lbs ... / ... 03/02/16
556 11'I I 171"8 I 2710"
5'8"8 5'3"8 6'1"8 5'8"8
D
T =5X5 ��
12
7
02X4C Es3X3
v.
F--
os 3X4 B %3X4
IA3X8(E5)A 4 G13X8(E5)
T I/ I.
-: , E -
(0 2011"
°4X - X4 H J I
T7"5 2'4"11 5711 77'5
r TT'S I 18 I 152"11 F 2710" •
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 H 999 274 A 824 /153 /349 /- /184 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 H 999 274 G 824 /153 /349 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.037 H - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.87 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.457 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.543
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.290 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 517-1457 D-E 503 -1132
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 464-1250 E-F 464 -1251
Lumber Additional Notes C-D 503-1132 F-G 517 -1457
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2
7-1-14. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs2x4SP#3 A-J 1028 -317 I-H 717 -124
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 717 -124 H-G 1028 -317
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500'
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.
Plating Notes C-J 232 -266 D-H 437 -176
Plates sized for a minimum of 4.00 sq.in./piece. J-D 436 -176 H-E 232 -266
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 22.83
BC 120 0.00 22.83
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.
NOTES:
I This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03.
should be used in conjunction with the architectural plans dunng installation.
TM 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation Florida Engineer
i i Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200
APEX Derek 8 TrueHouse PE Noel 60839 Kozlowski Jeffrey P Ame
PE No.58544son PE No 71457y
4
ABCC125 I Ply:1 SEAN:178051 T11/SPEC
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T06 Wgt:126.0lbs ... / ... 03/02/16
611" 810" 124" 17'10" 22'10"
I 6'1 t" I 1,11" I 4'6" I 4'6" I 5' -{
B=-5X7
%� T2 1112X4
12 10
1141\414c 2,D X4 =6X8E
ro
7 4► a
v
°6X6(82) '.,III la
I1115 X7(B3)A F
1 m I, +I
4)2011"
-=- =5x5 -=-
mgX7 I =6X8 B2 1112X4
7'0"12 2'11"4 3'4" 4'4"4 51"12
7012 I 10' I 13'4" I-
178"4 I 22'10" 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.177 D 999 272 A 1871 /921 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.344 D 792 272 F 1906 /934 /- /- I- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.110 B - - A Min Brg Width Req= 2.2
NCBCLL: 10.00 Mean Height:23.68 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.899 Bearings A&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.756 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 1406 -2784 D-E 1902 -3857
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1282-2628 E-F 1537 -3101
Lumber Additional Notes C-D 1902-3857
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP M-30:T2,T3 2x4 SP#2: 4-9-5.
Bot chord 2x6 SP#2:82 2x6 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 A-J 2216-1088 H-G 2603 -1278
:Lt Wedge 2x4 SP#3::Rt Wedge 2x4 SP#3: J-I 3325-1646 G-F 2590 -1275
Lumber value set"13B"uses design values I-H 3325-1646
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 119 plf at 0.00 to 119 plf at 17.83 B-J 1984 -838 D-H 410 -596
TC-From 56 plf at 17.83 to 56 plf at 22.83 J-C 1112-2189 H-E 1549 -771
BC-From 22 plf at 0.00 to 22 plf at 17.83 C-H 657 -316 G-E 285 -61
BC-From 10 plf at 17.83 to 10 plf at 22.83
BC- 586 lb Conc.Load at 13.90
BC- 352 lb Conc.Load at 17.83
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 22.83
BC 65 0.05 22.79
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
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 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
I7�7y�.� APEX
Jt:JL ueHouse PE No.60839 Jeffrey PE No 58554450n Murray
PE No 71457
ABCC125 Ply:1 SEAN:17536/T2/COMN
SantaRosaA7TlexpC Qty: 8 FROM: DRW:
TO8 Wgt:57.4 lbs / ... 03/02/16
6'11" 13'10"I
I 6'11" 611"
C 1114X5
12
7 V ii
in
3X4 B D 3X4
1ll13X8E5)A1113X8(ES)
1 ■, ■ ■E d k 2011'
111 X4 w
• 6'11" 6'11"
` 6'11" I 13'10" J
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 D 999 240 A 458 /130 /213 /- /114 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.155 D 999 180 E 458 /130 /213 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.107 B - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.68 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: 0.658 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.408
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.370 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 785 -997 C-D 270 -559
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 270 -559 D-E 785 -995
Lumber
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 A-F 430 -133 F-E 430 -133
Webs 2x4 SP#3
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500'
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC C-F 233 0
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 13.83
BC 120 0.00 13.83
Apply purtins 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
4-9-5.
NOTES:
r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing include SCSI 1.03
should be used in conjunction with the architectural plans during installation
(11-11) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Flonda Corporation Honda Engineer
Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821 5200
APEX
Tru eHo u se P No 60839 Kozlowski son Derek
PE No 58544 PENo Murray 7457y
ABCC125 Ply:1 SEON:177851 T62/MONO
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T10 Wgt:23.1 Ibs ... 1 ... 03/02/16
1112X46
El
III
12
7V
M
1113X4(A2) AIIIIIIIIIIIII
i;o AI1 20'11
1114X5 C
5'
A ---- - 5' i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS1 Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 636 /182 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 586 /172 I- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.016 C - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.12 ft Code I 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: 0.444 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.872
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.143 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 58 -90
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15
Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp.
Top chord 2x4 SP#2 manufacturer tested capacities and calculations. A-C 20 -8
Bot chord 2x6 SP#2 Conditions may exist that require different
Webs 2x4 SP#3 connections than indicated.Refer to manufacturer
publication for additional information. Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values gearing at location x=4'9" uses the following Webs Tens.Comp.
approved 1/30/2013 by ALSC support conditions: B-C 87 -134
Special Loads Bearing C (4'9",20'11")HTU26
---(Lumber Dur.Fac.=1.25!Plate Dur.Fac.=1.25 Supporting Member:(1)2x6 SP SS Dense
( ) (20)0.148"x3"nails into supporting
TC-From 56 plf at 0.00 to 56 plf at 5.00 member,
BC-From 5 plf at 0.00 to 5 plf at 5.00 (11)0.148"x1.5"nails into supported
BC- 458 lb Conc.Load at 1.40,3.40 member.
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 59 0.05 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-7-14.
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 dunng installation
6}{) 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.FL 32224-904 821.5200
APEX Derek B TrueHouse PE No 60839lowski PE Jeffrey
No 58544son PE No 71457y
ABCC125 Ply:1 SEON:17651/T60/HIPM
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T12 Wgt:148.4 lbs ... / ._ 03/02/16
55.12 86-12 1011.6 163'15 21•+1•
I 55.12 I 3r I 24.12 I 5r7 I 571
E.: : 4r
i\ -
NIX]U
t2 I7� /ax4c
f •1■05108 m
1° llaxea
1 : 7
1 a. #5X5 4x5 4,+71.2
i
10'8' ro'w
■I' 1011.8 •I• 215.8_ --- -1 ■
0 21'+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 Udef U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.194 D 999 258 I 743 /39 /396 /- /252 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 D 653 258 G 743 /255 /417 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.248 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.506 G - - I Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:17.09 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.596 Bearings I&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.850 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 79 -87 D-E 1243 -2320
Wind Duration:1.60 WAVE.HS VIEW Ver:15.02.000.1217.15 B-C 1086-2321 E-F 3 -2
Lumber C-D 1097-2232
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
p Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30:B2 2x4 SP M-31:
Webs 2x4 SP#3 1-H 1608-1212 H-G 428 -258
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on A-I 110 -142 H-E 2232 -1280
member. I-B 941 -1892 E-G 503 -805
B-H 628 -102 G-F 109 -159
Plating Notes D-H 251 -325
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 21.92
BC 105 0.17 10.96
BC 120 10.96 21.75
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.
End verticals not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
11-9-2.
NOTES:
r 1 This drawing is not suffioenl 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
(II'} Business No 7547.4745 Sutton Park Court Suite 402.Jacksonville.FL 32224.904 821 5200 ,V\
APEX
TrueHouse PE Michael G No. Kozlowski
60839 Jeffrey P Arne
PC No 58544son PE No Murray 7457
ABCC125 Ply:1 SEAN:17427/T29/SPEC
SantaRosaA7TlexpC Qty: 3 FROM: DRW:
T14 Wgt:102.2 lbs ... / ... 03/02/16
4'515 117'11 178'
4'5-15 16.813 16'5''5
0254E _
12
7 177 /5X50
lb
(a) A
0)
12
3 p-
%4X8(SRS))C
:SXS(E1
A
1 = r. - -, 0,0',2
.H G F
1 4'4'3 I 57-13 111"3, 6
6'8'13 1
4'4.3 10' 101113 17
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 I Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.065 C 999 240 A 578 /20 /263 I- /223 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0128 C 999 212 F 584 /148 /371 /- I- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.057 E - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.16 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.717 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.579
Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.783 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 263-1453 C-D 47 -681
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 266-1426 D-E 75 -114
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
9-5-11. Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 A-I 1367 -577 H-G 1366 -581
Webs2x4SP#3 I-H 1366 -581 G-F 508 -246
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774'
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 I-C 123 -6 D-F 318 -658
(a)Continuous lateral restraint equally spaced on C-G 343 -869 F-E 121 -148
member. G-D 371 -33
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 17.67
BC 120 0.00 17.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers 1 Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include SCSI 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. Flonda Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904 821 5200
APEX
TrueHouse PE oe160839lowski Jeffrey No 58544 Derek FE Der No 1457y
ABCC125 Ply:1 SEAN:17433/T77 I SPEC
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T16 Wgt:105.0 lbs ... / ... 03/02/16
72:1122 45 s 11115 vice
I I rrra I I ea•1 era I
■2x41 -
7 oxsE
I,
IA
3 12
\4X8ISRS10
T .�x.e ■ ,
�5x5(Et
I A���0�
I I u = s �rar7
sax. H4 40
-x
I-24- j 1578 1
T. 728 10-1 ear
I zca I ro Ito,all 1T8-8 I
Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI 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): 0.012 H 999 240 J 678 /67 /356 /- /221 /5.5 .
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 H 999 180 G 485 /146 /317 1- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.014 G - - J Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.13 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.693 Bearing J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.483
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.188 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 181 -238 D-E 0 -535
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 170 -221 E-F 74 -112
Lumber Additional Notes C-D 185 -213
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
9-4-13.
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 A-J 220 -142 I-H 527 -385
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' J-I 527 -385 H-G 388 -216
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
1 Webs Tens.Comp. Webs Tens. Comp.
Bracing
(a)Continuous lateral restraint equally spaced on C-J 93 -104 H-E 251 0
member. J-D 256 -776 E-G 280 -503
II D-H 174 -138 G-F 119 -147
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 17.54
BC 75 0.00 17.54
Apply purtins 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.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
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.
(111.11) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Fonda Engineer Jf*/\
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224.904 821.5200
APEX Derek TrueHouse PE No 160839Kozlowski PE No 58544son PE No 71457y
ABCC125 Ply:1 SEAN:17813/T6/HIPM
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T17 Wgt:42.0 lbs ... / ... 03102/16
5' 7'
5' 2'
B m 5X5 112X4C
/ '
12 11,
7
rr
0
112X4 A
M ri
�
I2 (t 10'1"2
E----:E----:1 J
E � .4X5 D y
F 4X5 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 lim 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): 0.001 B 999 240 E 284 /84 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 D 362 /107 I- I- I- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 A - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.001 A - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.461 Bearing E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.771
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.216 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 53 -161 B-C 2 -14
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp.
Top chord 2x4 SP#2 4-1-13. E-D 85 -35
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A-E 77 -190 B-D 71 -155
Plating Notes E-B 22 -13 C-D 26 -58
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 7.00
BC 84 0.00 7.00
ill 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
Loading
#1 hip supports 5-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
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.
(111.1.1) 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 TrueHouse PE No 108391owski Jeffrey P Arne
PE No.58544 son
o 58544son PE No Murray 1457
ABCC125 Ply:1 SEQN:17397/T75/COMN
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T19 Wgt:170.1 Ibs ... / ... 03/02/16
6' 11' 18' 18'10'8 21'10.6
I 6' I 5• I 5' I 710.8 I 3• I
F _
- 12X1
12X4 •4X8(SRS)
C. 0 E
T t� 111
t1
12
7 II2X4 6
w n w
03X8 A
- - J n�j- �.� 11
v 11 vr, �1a1'z
13-4X4 113X.0
3X8 6' v X8 4' 6' v H 7 5'10.8
1 6' I 10' I 16' I 21'10.8 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 I RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.038 B 999 262 K 824 /93 /372 /- /204 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 B 999 262 G 896 /210 /365 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.022 F - - K Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.29 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.356 Bearing K Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.391
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.967 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 249-1172 0-E 161 -575
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 395-1166 E-F 34 -47
Lumber Wind C-D 161 -575
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C
Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs)
P Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP#2 Right end vertical not exposed to wind pressure.
Webs 2x4 SP#3:W1 2x6 SP#2: K-J 174 -388 I-H 663 -330
Lumber value set"13B"uses design values Additional Notes J-I 663 -330 H-G 325 -134
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is
9-1-14. Maximum Web Forces Per Ply(Ibs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on
member. A-K 214 -822 D-H 143 -247
A-J 834 -85 H-E 678 -253
Plating Notes B-J 248 -340 E-G 350 -850
Plates sized for a minimum of 4.00 sq.in./piece. J-C 526 -220 F-G 52 -77
C-H 181 -167
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 21.75
BC 120 0.00 21.88
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required.by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
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.
(11.11) 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 No 08391ayskr Jeffrey P
PE No 585445on PE No 71457y Derek
ABCC125 Ply:1 SEQN:173991 T72/COMN
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T21 Wgt:157.5 lbs ... I ... 03/02/16
6' 11' 16 2110"8
F 6' 5' I 5' 5,10"8
1112X4
C. X5 0 =4X5 E
is
12
7 177 112X48
c�
f.
F`
s5X5A
1,
■ - n P (01o'r2
at• : � II '1F
Jfl X8 6, 1 4' v4X5 6' - 7 5'10"8
6' I 10 I 16' I 21'10'1 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A 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): 0.058 B 999 262 J 1036 /408 /376 /- /226 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.090 B 999 262 F 1123 /409 /329 I- I- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.029 B - - J Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.539
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.742 Maximum Top Chord Forces Per Ply(Ibs)
Pa 9
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 606-1517 C-D 294 -754
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 647-1561 D-E 293 -754
Lumber Purlins
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: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) J-I 154 -322 H-G 909 -399
1 Webs 2x4 SP#3:W1 2x6 SP#2: TC 24 0.00 21.88 I-H 909 -399 G-F 0 0
BC 120 0.00 21.88
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Bracing Wind
(a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C A-J 415-1032 C-G 187 -285
member. member design. A-I 1138 -449 D-G 263 -491
Right end vertical not exposed to wind pressure. B-I 256 -469 G-E 1200 467
Special Loads I-C 648 -217 E-F 419 -1062
-----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Additional Notes
TC-From 56 plf at 0.00 to 56 plf at 5.50 The overall height of this truss excluding overhang is
TC-From 96 plf at 5.50 to 96 plf at 11.00 7-7-13.
TC-From 96 plf at 11.0010 96 plf at 16.44
TC-From 56 plf at 16.44 to 56 plf at 21.88
BC-From 10 plf at 0.00 to 10 plf at 8.83
BC-From 50 plf at 8.83 to 50 plf at 10.00
BC-From 50 plf at 10.00 to 50 plf at 13.25
BC-From 10 plf at 13.25 to 10 plf at 19.17
BC-From 50 plf at 19.17 to 50 plf at 21.58
BC-From 10 plf at 21.58 to 10 plf at 21.88
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Hangers I Ties
(J)Hanger Support Required,by others
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.
61H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Flonda Engineer
Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821 5200 //\I-'LA
TrueHouse E Michael G No 0 39lowski PE No 585445on
PE No 71457y Derek B
ABCC125 Ply:1 SEAN:177661 T46/COMN
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T23 Wgt:123.2 lbs ... / ... 03/02/16
7' 14'5"4 21'10"8
I I 7' 7'5"4 I T5"4 I
I112X4
B-6X8 C =4X5 D
12 ���
7 V
05X5 A
r� -' 1,7 F.'
`•
11 s� W. 010'1"2
=4X5 =3X4 =5X7 1114X5
1 1114X5 H G F E
7' 3' 4'5"4 7'5"4
i' 7' I 10' I 14'5"4 I 21'10"8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc Udeft U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 C 999 262 I 724 /200 /350 /- /143 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs'NA VERT(TL): 0.071 C 999 262 E 724 /248 /297 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.016 B - - I Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.840 Bearing I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.694
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.615 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 346 -948 C-D 346 -781
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 346 -781
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
5-3-13. Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 I-H 100 -201 G-F 744 -370
Webs 2x4 SP#3 H-G 744 -370 F-E 0 0
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Bracing
(a)Continuous lateral restraint equally spaced on A-I 283 -694 F-C 269 -471
member. A-H 680 -170 F-D 943 -417
B-H 168 -12 D-E 346 -694
Plating Notes B-F 200 -138
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 21.88
BC 120 0.00 21.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
N- 1.This drawing is not sufficient alone for installabon. Additional instructions accompanying this Miss drawing.include BCSI 1-03.
should be used in conjunction with the architectural plans dunng installation
6111) 2 Apex Technology is a fictitious name awned by Jax Apex Technology Inc..Florda Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904 821.5200
APEX Jeffrey P Arne 11 ueHouse PE No 6083911 PE No 58544son PE No Murray 7457
ABCC125 Ply:1 SEON:178071 T39/HIPS
SantaRosaA7TlexpC Oty: 1 FROM: DRW:
T25 Wgt:117.6 lbs ... / ... 03/02/16
2,5, I 5' 93" 13'6" 161" I 16,6"
I I I I- "
-I
25 27 43 4327 25
1112X4
C=5X7 D =5X7 E
T 12 O
7 V
lir
,3X8 B Fk'3X8
co
03X8A 111 - =6x1 S.� G'3X8 N.
'�' ■�1 N M,,��
IT 1,zl 3 -6X10 =4X5 =�X7 =K
1 I - • I 2` 101 2
1 P-I 11120X4 1112X4
FM
1114X5 J 1114X5 H
r 25" I 5„ I- 93„ I 13'6" 161" -I- 86" i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.P1 in PSF) Def/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1 W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.088 D 999 240 p 985 /293 1- /- 1- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.174 D 999 221 H 985 /293 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.148 H - - P Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 Bearings P&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.695 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 648-2154 D-E 548 -1841
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 515-1723 E-F 515 -1723
C-D 548-1841 F-G 648 -2154
Lumber
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
Webs2x4SP#3 P-O 64 -19 L-K 1472 -436
Lumber value set"13B"uses design values N-M 1878 -562 K-I 1878 -562
approved 1/30/2013 by ALSC M-L 1472 -436 J-H 64 -19
Plating Notes Maximum Web Forces Per Ply(Ibs)
Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp.
Purlins A-P 291 -945 L-E 444 -134
In lieu of structural panels or rigid ceiling use purlins A-N 1824 -545 E-K 311 -48
to laterally brace chords as follows: P-N 17 -59 K-F 139 -446
Chord Spacing(in oc) Start(ft) End(ft) N-O 12 0 F-I 312 -77
TC 24 0.00 18.50 N-B 312 -77 I-J 12 0
BC 27 0.00 2.27 B-M 139 -446 I-G 1824 -545
BC 92 2.31 16.19 C-M 311 -48 I-H 17 -59
BC 27 16.23 18.50 C-L 444 -134 H-G 291 -945
Apply purlins to any chords above or below fillers D-L 198 -424
at 24"OC unless shown otherwise above.
Loading
#1 hip supports 5-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-1-13.
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.
6111) 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 No Michael Jeffrey No 58544 Derek PE pr No Murray 1457
ABCC125 Ply:1 SEAN:17546/T26/HIPS
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T27 Wgt:112.0 lbs ... / ... 03/02/16
2,5„ 9' 161" 186"
I I I
25, 7 1. 25
C
- Iii
; 1„5X7
m D a 3X8
���� E 3X8■
T '38A�,ffI 6X8 1 ki i= .J_ °-4X10 C, W11
1- 1 �1 X10'1"2
=_=1114X 1112X4 II FX4 1114X5:--F
L K
2.5" 13'8" 2,5"
• 2,5" I 16.1" I 186" 1
Loading Criteria(pst) 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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 I 999 240 L 612 /176 /275 /- /136 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.096 I 999 221 F 612 /176 /275 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.126 F - - L Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.499 Bearings L&F Fcperp=565psi.
Soffit: 2.00 P 9
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.659 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 531 -1414 C-D 286 -772
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 286 -772 D-E 531 -1414
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
Bot chord 2x4 SP#2 L-K 41 -17 I-G 1252 -456
Webs 2x4 SP#3:W1,W11 2x6 SP#2: J-I 1252 -456 H-F 41 -17
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Plating Notes
Plates sized for a minimum of 4.00 sq.in.lpiece. A-L 217 -581 I-D 359 -686
A-J 1216 -448 D-G 219 -28
Purlins L-J 137 -143 G-H 32 0
In lieu of structural panels or rigid ceiling use puffins J-K 32 0 G-E 1216 -448
to laterally brace chords as follows: J-B 219 -67 G-F 23 -36
Chord Spacing(in oc) Start(ft) End(ft) B-I 359 -686 E-F 217 -581
TC 24 0.00 18.50 I-C 360 -58
BC 27 0.00 2.27
BC 115 2.31 16.19
BC 27 16.23 18.50
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
6-5-13.
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. Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821 5200 APEX
TrueHouse PE No Michael 60839Kozlowski Jeffrey o 58544�n Derek
PE PE No 71457y
ABCC125 Ply:1 SEON:17573/T50/COMN
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T29 Wgl:107.8 lbs ... / ... 03/02/16
47.8 9'3" I 13'10"8 I 18'6-
I 47.8 I 478 47'9 47"8
C°4X4
12
7
4X5 B 8'`4X5
E--
II2X4A E 113X3
- �� - ■� -= 10'1"2
c 114X5 =60X8 II4X5= F
9'3" 9'3"
A 91" -1 18.6" 'i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PI in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: A CE 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 N:NA Ce:NA VERT(LL): 0.020 G 999 240 H 612 163 1 278 /- 1 138 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.040 G 999 221 F 612 163 1 278 I- 1- 15.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS
Des Ld: 32.00 E P:C HORZ(TL):0.024 E - H Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.234 Bearings H&F Fcperp=565psi.
Soffit: 2.00
Load Duration:1.25 B C DL:3.0 psf TPI Std: 2007 Max BC CSI: 0.653
MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.404 Maximum Top Chord Forces Per Ply(Ibs)
Sparing:24.0"
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 92 -174 C-D 281 -618
Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 281 -618 D-E 92 -174
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
Botchord2x4SP#2 H-G 605 -199 G-F 605 -199
Webs 2x4 SP#3:W1,W7 2x6 SP#2:
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.
Plating Notes A-H 106 -171 G-D 160 -195
Plates sized for a minimum of 4.00 sq.in./piece. H-B 241 -646 D-F 241 -646
B-G 160 -195 E-F 106 -171
Purlins C-G 342 -131
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 18.50
BC 120 0.00 18.50
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
6-7-9.
NOTES:
f
1 This drawing is not suffiaent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
il should be used in conjunction with the architectural plans during installation.
TH2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402,JacksonwIle.FL 32224-904 821.5200 APEX Jeffrey P Arne
TrueHouse Michael No 60839IowskI PE No 58544son PE No Murray 1457
r ABCC125 Ply:1 SEON:17532/T67/COMN
SantaRosaA7TlexpC Qty: 2 FROM: DRW:
131 Wgt:97.3 lbs ... / ... 03/02/16
47"8 9'3" 17'5"
4'7 8 I 4.7..8 I 8'2"
C.o 5X5(R 1)
12
7 IZ
04X5 B
V> 14
i•-
to
i�5X5
I12X4A m
b
1 m� + (010.1"2
_:•4 ea X12 E
5 84
9'S" 8'
1 9'5" 1 1T5" '1
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 Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 F 999 240 G 577 /58 /266 /- /138 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 F 999 208 E 577 /60 /252 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.013 B - - G Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I 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: 0.945 Bearings G&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.673 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.350 Maxim Tens.Comp.To Chord Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 103 -187 C-D 237 -626
Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.15 B-C 265 -566
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
Bot chord 2x4 SP#2 G-F 546 -195 F-E 63 -38
Webs 2x4 SP#3:W1 2x6 SP#2:
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.
Plating Notes A-G 119 -189 C-F 257 -19
Plates sized for a minimum of 4.00 sq.in./piece. G-B 200 -559 F-13 397 -63
B-F 139 -188 D-E 233 -543
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 17.42
BC 120 0.00 17.42
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
6-7-9.
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 dunng installation
(riH 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Ftonda Corporation Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.Ft.32224••904 821.5200 APEX
Jeffrey P Arne
Tru eHouse PE No Michael 60839Kozlowski PE No 58544son PE No 71457y
ABCC125 Ply:1 SEAN:17445/T73/HIPM
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T33 Wgt:109.9 lbs / ... 03/02/16
5•4"5 1065 175"
1 1 I 5'4"5 I 6'8"7
C--5X7 .40
Ir•�
12
7
/SXS B
F-
.
g2X4A
.. 11 - 44 10',-2
.-.p s33X4 F 4 113X E
I 10' 85 687
10 10819 175" 1
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 Pt:NA Ce:NA VERT(LL):-0.040 B 999 240 H 607 /943 /1019!- /161 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.044 B 999 208 E 653 /517 1530 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.031 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.034 E - - H Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 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: 0.795 Bearings H&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.944
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.497 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 579 -623 C-D 668 -668
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1053-1108
Lumber Loading
Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(Ibs)
1735#( 99.62 plf)along top chord,from either Chords Tens.Comp. Chords Tens. Comp.
Bot Top chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and
Webs s chord 2xx 4 SP SP SP W#2 connections are to be designed by Engineer of Record. H-G 1249-1334 F-E 1455 -1467
W
We #3:W1 2x6 SP#2: Drag Loads:Force(#) (PLF) Mbr Start End G-F 1249-1334
Lumber value set"13B"uses design values Case 1: 1735 99.62 TC 0.00 17.42
approved 1/30/2013 by ALSC 1735 400.39 BC 13.08 17.42 Maximum Web Forces Per Ply(Ibs)
Case 2: 1735 99.62 TC 0.00 17.42 Webs Tens.Comp. Webs Tens. Comp.
Bracing 1735 400.39 BC 13.08 17.42
(a)Continuous lateral restraint equally spaced on Case 3: 1735 99.62 TC 0.00 17.42 A-H 111 -198 C-F 355 -152
member. 1735 400.39 BC 13.08 17.42 H-B 1541 -1555 C-E 601 -667
Case 4: 1735 99.62 TC 0.00 17.42 B-F 354 -355 D-E 125 -188
Plating Notes 1735 400.39 BC 13.08 17.42
Plates sized for a minimum of 4.00 sq.in.Ipiece. Drag loads applied to wind load cases parallel to
truss.
Purlins Truss passed check for 20 psf additional bottom
In lieu of structural panels or rigid ceiling use purlins chord live load in areas with 42"-high x 24"-wide
to laterally brace chords as follows: clearance.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 17.42 Additional Notes
BC 54 0.00 17.42 Negative reaction(s)of-943#MAX.
Apply purlins to any chords above or below fillers Requires uplift connection.See Maximum Reactions.
at 24"OC unless shown otherwise above. The overall height of this truss excluding overhang is
Wind 7-5-13.
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1 This drawing is not sufeaent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03.
should be used in conjunction with the architectural plans during installation.
61H) 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
Jeffrey P Arne
TrueHouse PE Michael 391owskI PE No 58544son PE No Murray 1457
ABCC125 Ply:1 SEAN:17793/T55/HIPM
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
135 Wgt:131.6 lbs .. I ... 03/02/16
55' 6'8"2 12'85 15'5'
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It '
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 B 999 240 H 573 /10 /264 /- /194 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 B 999 184 F 608 /183 /307 I- 1- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.009 B - - H Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:16.20 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: 0.358 Bearings H&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.382
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.194 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 62 -632 C-D 9 -121
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 181 -611 D-E 0 0
Lumber Additional Notes
Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
9-9-13 Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x6 SP#2 H-G 107 -305 G-F 338 -212
Webs 2x4 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 A-H 91 -593 C-F 246 -414
(a)Continuous lateral restraint equally spaced on A-G 507 0 D-F 135 -159
member. B-G 212 -284 E-F 58 -76
G-C 419 -174
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 15.42
BC 120 0.00 15.42
Apply purtins 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.
End verticals not exposed to wind pressure.
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.
(.41. -
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 No Michael 60839Kozlowski PE No 58544son FEr No 1457y
ABCC125 Ply:1 SEAN:17789/T61 1 SPEC
SantaRosaA7TlexpC Qty: 4 FROM: DRW:
T37 Wgt:120.4 lbs ... / ... 03/02/16
ss- cre 1sl•
I 55 I 378 I ev10
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Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.015 B 999 240 G 574 1- /254 /- /237 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 B 999 184 E 613 /184 /358 /- 1- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.010 D - - G Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:16.99 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
P
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearings G&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.395
Spacing:24.0"
MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.245 Maximum Top Chord Forces Per Ply(Ibs)C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 9 -633 C-D 82 -112
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 112 -588
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:T2 2x4 SP M-30:
11-4-12. Chords Tens.Comp. Chords Tens. Comp.
Bat chord 2x6 SP#2 G-F 130 -369 F-E 352 -227
Webs 2x4 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 A-G 50 -596 F-C 321 -158
(a)Continuous lateral restraint equally spaced on A-F 505 0 C-E 324 -503
member. 8-F 179 -217 D-E 143 -162
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 15.42
BC 120 0.00 15.42
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.
End verticals not exposed to wind pressure.
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.
(Trill) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No 7547-4745 Sutton Park Coun,Suite 402.Jacksonville.FL 32224-904.821 5200 APEX Jeffrey P Arne
TrueHouse PE No Michael 60 391Owski PE No 58544son PE No 71457y
ABCC125 Ply:2 SEQN:17809/T31/HIPS '
SantaRosaA7TlexpC Qty: 1 FROM: DRW:
T39 Wgt:196.0 lbs ... / ... 03/02/16
5' 10'3"12 1511" 20'11"
5' I 53"12 I- 57"4 I- 5' I
12
3 p _
1114 =
5 4DX5 T2
E
=6X8
T IMII
• °5X5(E1 X4B = 3X4 5X5(E1)
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1 I - 11 B- ■- 10'1"2
=4X5 =6X8 1112X4
J I H
578 5'2" 5'3"12 51"12
k 578 I 10,5,8 I- 159"4 I 20'11" 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 /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.132 D 999 251 A 1089 /351 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.253 D 990 251 G 1089 /351 /- /- /- 13.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.043 H - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Bearings A 8 G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.336
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.201 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 495-1527 D-E 631 -1966
Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 488-1513 E-F 490 -1519
Lumber Wind C-D 475-1492 F-G 497 -1533
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:T2 2x4 SP M-30:
Bot chord 2x4 SP M-30 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-J 1450 -467 I-H 1462 -468
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' 1-11-0. J-I 1987 -646 H-G 1456 -469
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.774'
Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Nailnote C-J 244 -47 I-E 528 -171
Nail Schedule:0.131"x3",min.nails J-D 179 -520 H-E 78 0
Top Chord:1 Row @12.00"o.c. D-I 80 -115
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
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 20.92
BC 120 0.00 20.92
Apply purlins to any chords above or below fillers
at 24"00 unless shown otherwise above.
Loading
#1 hip supports 5-0-0 jacks with no webs.
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.
(ci:iI) 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 No Michael Jeffrey P Ame
PE No 58544son PE N0 71457y