1588 OCEAN BLVD - TRUSSES Ossi Development
Site.Information
15$8 Ocean Blvd. Duval
Structural Engineer of Record
Derek B. Murray
PE No. 71457
4745 Sutton Park Court, Suite 402
Jacksonville, FL 32224 T E C H N O L O G Y
WIND LOADING (Cd=1.6)
ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TOLL 20 psf TOLL 40 psf
130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf
Enclosed Structure (0.18) BOLL 10 psf BOLL 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 106 truss designs with individual date of design
NO I JOB ID ITRS IDI DATE I NO I JOB ID ITRS IDI DATE I I NO I JOB ID ITRS IDI DATE
1 15880CEANBLVD B01 8/21/2015 31 15880CEANBLVD FT01 8/21/2015 61 15880CEANBLVD J18 8/21/2015
2 15880CEANBLVD B02 8/21/2015 32 15880CEANBLVD GE01 8/21/2015 62 15880CEANBLVD T01 8/21/2015
3 15880CEANBLVD B03 8/21/2015 33 15880CEANBLVD GE02 8/21/2015 63 15880CEANBLVD T02 8/21/2015
4 15880CEANBLVD B04 8/21/2015 34 15880CEANBLVD HJ01 8/21/2015 64 15880CEANBLVD T03 8/21/2015
5 1588OCEANBLVD B05 8/21/2015 35 15880CEANBLVD HJO2 8/21/2015 65 15880CEANBLVD T04 8/21/2015
6 15880CEANBLVD B06 8/21/2015 36 15880CEANBLVD HJO3 8/21/2015 66 15880CEANBLVD T05 8/21/2015
7 1588OCEANBLVD F01 8/21/2015 37 15880CEANBLVD HJO4 8/21/2015 67 15880CEANBLVD T06 8/21/2015
8 15880CEANBLVD F02 8/21/2015 38 15880CEANBLVD HJO5 8/21/2015 68 15880CEANBLVD T07 8/21/2015
9 15880CEANBLVD F03 8/21/2015 39 15880CEANBLVD HJO6 8/21/2015 69 15880CEANBLVD T08 8/21/2015
10 15880CEANBLVD F04 8/21/2015 40 15880CEANBLVD HJO7 8/21/2015 70 15880CEANBLVD T09 8/21/2015
11 15880CEANBLVD F05 8/21/2015 41 15880CEANBLVD HJO8 8/21/2015 71 15880CEANBLVD T10 8/21/2015
12 15880CEANBLVD F06 8/21/2015 42 15880CEANBLVD J01 8/21/2015 72 15880CEANBLVD T11 8/21/2015
13 15880CEANBLVD F08 8/21/2015 43 15880CEANBLVD J02 8/21/2015 73 15880CEANBLVD T12 8/21/2015
14 15880CEANBLVD FO8A 8/21/2015 44 15880CEANBLVD J03 8/21/2015 74 15880CEANBLVD T13 8/21/2015
15 15880CEANBLVD F09 8/21/2015 45 1588OCEANBLVD J04 8/21/2015 75 15880CEANBLVD T14 8/21/2015
16 15880CEANBLVD F10 8/21/2015 46 15880CEANBLVD J05 8/21/2015 76 15880CEANBLVD T15 8/21/2015
17 15880CEANBLVD F11 8/21/2015 47 15880CEANBLVD J06 8/21/2015 77 15880CEANBLVD T16 8/21/2015
18 15880CEANBLVD F12 8/21/2015 48 15880CEANBLVD J07 8/21/2015 78 15880CEANBLVD T17 8/21/2015
19 15880CEANBLVD F13 8/21/2015 49 15880CEANBLVD J08 8/21/2015 79 15880CEANBLVD T18 8/21/2015
20 15880CEANBLVD F14 8/21/2015 50 15880CEANBLVD J09 8/21/2015 80 1588OCEANBLVD T19 8/21/2015
21 15880CEANBLVD FG01 8/21/2015 51 15880CEANBLVD J10 8/21/2015 81 15880CEANBLVD T20 8/21/2015
22 15880CEANBLVD FG02 8/21/2015 52 15880CEANBLVD J11 8/21/2015 82 15880CEANBLVD T21 8/21/2015
23 15880CEANBLVD FG03 8/21/2015 53 15880CEANBLVD J12 8/21/2015 83 15880CEANBLVD T22 8/21/2015
24 15880CEANBLVD FG04 8/21/2015 54 15880CEANBLVD J12A 8/21/2015 84 15880CEANBLVD T23 8/21/2015
25 15880CEANBLVD FG05 8/21/2015 55 15880CEANBLVD J13 8/21/2015 85 15880CEANBLVD T24 8/21/2015
26 15880CEANBLVD FG06 8/21/2015 56 15880CEANBLVD J13A 8/21/2015 86 15880CEANBLVD T25 8/21/2015
27 15880CE41BLVD FGE01 8/21/2015 57 15880CEANBLVD J14 8/21/2015 87 15880CEANBLVD T 6 8/21/2015
28 1588OCEANBLVD FGE02 8/21/2015 58 15880CEANBLVD J15 8/21/2015 88 15880CEA {1M Sir g�, ,/?1/2015
29 15880CEANBLVD FGE03 8/21/2015 59 15880CEANBLVD J16 8/21/2015 89 15880 04. tl • 115
30 15880CEANBLVD FGE04 8/21/2015 60 15880CEANBLVD J17 8/21/2015 90 1588'117,M471-. *8/2 't5
O.'v ?145 •.4 S.
Apex Technology
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. - 1 .
7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 • P O••
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed i • =
above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per 0� .. "PS
ANSI/TPI 1-2002 Section 2 0��, '
•• **..•'
With 003 of the Florida Board of Professional certify this Engineers serves as an index sheet in conformance with Rule 61G15-23.002(2)and • •0,,,, 1111111 3 A;,,�
Job#15880CEANBLVD BEARING INFORMATION
• WOODTRUSS
QTY SPAN DESCRIPTION 1 BRG# REACTION UPLIFT
1 32'03"00 FG01 SPEC 3.50/12 Pitch 4-Ply 1 10167.32 2777.00
2 10913.01 2671.00
1 09'00"00 FG02 HIPM 3.50/12 Pitch 2-Ply 1 667.92 0.00
2 708.69 0.00
1 09'00"00 FG03 HIPM 3.50/12 Pitch 2-Ply 1 837.23 0.00
2 909.74 0.00
1 1310"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 937.66 0.00
2 987.48 0.00
1 06'09"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2915.87 0.00
2 997.92 0.00
1 06'09"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2191.82 0.00
2 157.06 0.00
5 09'00"00 FT01 HIPM 3.50/12 Pitch 2-Ply 1 1001.97 0.00
2 847.92 0.00
2 11'03"00 GE01 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
1 1 11'03"00 GE02 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
6 09'09"05 HJO1 HIP_JACK 4.24/12 Pitch 1 -Ply 1 274.38 231.00
2 294.82 130.00
3 70.70 59.00
6 02'00"11 HJO2 MONO 4.24/12 Pitch 1-Ply 1 235.93 111.00
2 28.64 28.00
1 01'09"03 HJO3 HIP_JACK 4.24/12 Pitch 1 -Ply 1 235.42 115.00
2 25.21 0.00
3 32.96 37.00
1 01'03"09 HJO4 HIP_JACK 4.24/12 Pitch 1 -Ply 1 145.98 125.00
2 18.82 0.00
3 64.80 49.00
2 09'10"01 HJO5 HIP_JACK 2.47/12 Pitch 1 -Ply 1 275.27 290.00
2 237.34 69.00
3 56.25 22.00
1 0910"01 HJO6 HIP_JACK 2.47/12 Pitch 1-Ply 1 266.68 148.00
2 290.77 68.00
3 52.04 26.00
1 06'00 13 HJO7 HIP_JACK 2.47/12 Pitch 1 -Ply 1 180.14 105.00
2 77.69 9.00
3 81.43 42.00
2 09'10"01 HJO8 HIP_JACK 2.83/12 Pitch 1 -Ply 1 271.39 156.00
2 288.56 68.00
3 61.46 32.00
12 01'00"00 J01 JACK 6.00/12 Pitch 1 -Ply 1 201.75 92.00
2 49.35 15.00
3 114.56 43.00
12 03'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 210.32 81.00
2 37.39 0.00
3 56.73 52.00
6 05'00"00 J03 JACK 6.00/12 Pitch 1 -Ply 1 265.93 97.00
2 67.21 0.00
Page 1 of 5
Job#1588OCEANBLVD BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 1911"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 1416.34 761.00
2 1305.10 704.00
2 19'11"00 102 MONO 6.00/12 Pitch 1-Ply 1 736.46 364.00
2 736.46 364.00
4 19'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 736.46 367.00
2 736.46 367.00
1 19'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 739.97 158.00
2 650.28 139.00
2 19'08"00 T05 SPEC 6.00/12 Pitch 1 -Ply 1 732.57 157.00
2 641.27 137.00
1 21'02"00 106 MONO 6.00/12 Pitch 1 -Ply 1 794.21 448.00
2 697.32 364.00
1 21'02"00 T07 MONO 6.00/12 Pitch 1 -Ply 1 776.13 186.00
2 696.18 151.00
1 21'02"00 108 MONO 6.00/12 Pitch 1 -Ply 1 776.13 179.00
2 696.18 151.00
1 21'02"00 T09 MONO 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
203.00
2 696.18
1 21'02"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'05"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 784.72 465.00
2 705.23 369.00
1 19'11"00 T14 HIPS 6.00/12 Pitch 1 -Ply 1 1543.82 915.00
2 1543.15 874.00
1 1811"00 T15 COMN 6.00/12 Pitch 2-Ply 1 3615.62 1205.00
2 3688.67 1245.00
5 18'11"00 T16 COMN 6.00/12 Pitch 1 -Ply 1 703.63 207.00
2 703.63 207.00
1 1811"00 T17 HIPS 6.00/12 Pitch 1 -Ply 1 703.63 348.00
2 703.63 348.00
1 18'11"00 T18 HIPS 6.00/12 Pitch 1 -Ply 1 1526.72 869.00
2 1527.42 904.00
1 12'06"00 T19 HIPM 3.50/12 Pitch 1 -Ply 1 809.03 268.00
2 920.72 284.00
12 08'05"08 120 MONO 3.50/12 Pitch 1 -Ply 1 381.13 110.00
2 245.92 92.00
1 2411"08 T21 HIPS 3.50/12 Pitch 1 -Ply 1 1844.52 583.00
2 1896.90 589.00
1 24'11"08 T22 HIPM 3.50/12 Pitch 1 -Ply 1 894.18 284.00
2 798.50 264.00
3 07'09"00 T23 MONO 3.50/12 Pitch 1 -Ply 1 344.69 99.00
2 236.61 88.00
1 08'05"08 T24 HIPM 3.50/12 Pitch 1 -Ply 1 478.13 166.00
2 684.39 213.00
1 32'05"00 T25 HIPS 3.50/12 Pitch 1 -Ply 1 1134.39 364.00
2 1039.97 339.00
Page 3 of 5
rJob D BEARING INFORMATION
DESCRIPTION BRG# REACTION UPLIFT
0"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 913.28 0.00
2 1984.89 0.00
0"04 F08A SY42 0.00/12 Pitch 1 -Ply 1 891.59 0.00
2 2881.67 0.00
3"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 528.01 0.00
2 299.07 44.00
9"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 664.04 135.00
2 257.07 148.00
0"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 821.22 0.00
2 -226.90 0.00
0"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 108.83 0.00
2 172.93 0.00
3 127.41 0.00
4 16'05"04 F13 SY42 0.00/12 Pitch 1 -Ply 1 905.38 0.00
0 2 890.24 0.00
7 18'00"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1377.99 0.00
0 2 876.17 0.00
1 15'02"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1667.41 0.00
2 -17.20 0.00
1 05'03"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.74 0.00
2 486.34 0.00
1 16'05"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 335.98 0.00
2 -83.99 0.00
3 1531.14 0.00
1 11'0012 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.84 0.00
2 1121.04 0.00
Total of Trusses 292
Maximun Height 07'06"08
Page 5 of 5
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1588OCEANBLVD Ply:3 SEAN:17375/T103/FLOO
Custom Qty: 1 FROM: DRW:
B02 Wgt:0.0 lbs ... 1 ... 08/21/15
T
io
C A 11'1"2
17'6" 1 4,1„ 'I
21'7"
I 217"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):-0.106 A 475 120 C 112231- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.213 A 238 90 D 7273 I- /- I- l- /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - C Min Brg Width Req= 4.1
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A - - D Min Brg Width Req= 2.6
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp.
Spacing:24.0" Mfg Specified Camber:
C&C Dist a:NAtt 9 P B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver:15.01.01C.0611.00
Lumber
Floor Joist Header:0.0"x18.0"1.9E Microllam LVL
1.9E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @_ "o.c.(Each Row)
Repeat nailing as each layer is applied.Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
"'Warning:Fastening of plies required*"
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 15 plf at 0.00 to 15 plf at 1.47
From 248 plf at 1.47 to 248 plf at 7.47
From 115 plf at 7.47 to 115 plf at 9.47
From 483 plf at 9.47 to 483 plf at 21.29
From 115 plf at 21.29 to 115 plf at 21.58
1544 lb Conc.Load at 8.47
BC-9468 lb Conc.Load at 1.69
Additional Notes
Deflection meets U240 live and L/208 total load.
Creep increase factor for dead load is 1.50.
The maximum concentrated load is 6887#
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,
include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
1588OCEANBLVD Ply:2 SEAN:17274/T23/FLOC)
Custom Qty: 1 FROM: DRW:
B04 Wgt:0.0 lbs ... / ... 08/21/15
io
j B / l cR 11'1"2
/ ///
16'5"4
16'5"4
16'5"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or"=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pt NA Cc:NA VERT(LL):0.000 - - - C* 1777 /- /- /- /- /28.8
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 1948 /- /- /- /- /-
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - B /2586
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - C Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req=
psf 0.00 TCDL:NA sf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Bearing C Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft Mfg Specified Camber:
I:NA GCpi:NA B-A 0 0 B-A 0 0
Wind Duration:NA VIEW Ver:15.01.01C.0611.00
Lumber
Floor Joist Header:0.0"x18.0"1.9E Microllam LVL
1.9E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @__"o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
"'Warning:Fastening of plies required***
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 248 plf at 0.00 to 248 plf at 6.00
From 115 plf at 6.00 to 115 plf at 8.00
From 483 pit at 8.00 to 483 plf at 14.02
From 15 plf at 14.02 to 15 plf at 16.44
1544 lb Conc.Load at 7.00
Additional Notes
Deflection meets U240 live and U180 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,
include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. ep
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 IMMEIKMIZI
1588OCEANBLVD Ply:2 SEON:17345/T107/FLOG
Custom Oty: 1 FROM: DRW:
B06 Wgt:0.0 lbs ... / ... 08/21/15
CB A 11'111"2
OIMP"
5'7"
5'71t
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI 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 I RL /W
TCDL: 15.00 Speed:NA mph Pf:NA Cc:NA VERT(LL):0.000 - - - C 1966 I- I- I- 1- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 1649 /- /- /- /- /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp.
C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver:15.01.01C.0611.00
Lumber
Floor Joist Header:0.0"x18.0"1.9E Microllam LVL
1.9E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @_ "o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Warning:Fastening of plies required"'
Special Loads
--(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 15 plf at 0.00 to 15 plf at 5.58
BC-1766 lb Conc.Load at 1.54,3.54
Additional Notes
Deflection meets L/240 live and U180 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,
include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. fPn
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
1588OCEANBLVD Ply:1 SEQN:17335/T105/SY42
Custom Qty: 2 FROM: DRW:
F02 Wgt:85.4 lbs ... / ... 08/21/15
{' T1O"8 8'10" 15'2"12
T 10"8 I 1' 6'4"4
216„-I I
11"12
(TYP)
III 1X3
IIIAX3 =1105 IIILC3 =fC3 =FX3 F =,8C5 III?iX3
:\V-' •••/•••••••••0■\444444444444siiiiiit 1-
co
1 11'1112
3X4[1] =4X5[4] 1111X3 1111X3 ] =3X4[13]
N M L K _4X5[10] I
15'2"12 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 Cc:NA VERT(LL): 0.167 D 999 360 N 838 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.262 D 698 243 I 838 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - N Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.043 B - - I Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.536 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.885 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.402 A-B 0 0 E-F 0 -1882
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-1907 F-G 0 -1882
I:NA GCpi:NA Plate Type(s): C-D 0-1907 G-H 0 0
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 D-E 0-2049
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 recommendations.
Botchord4x2SP#2 N-M 1207 0 K-J 2045 0
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. M-L 2052 0 J-I 1210 0
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is L-K 2049 0
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
No Size Shift Bite No Size Shift Bite A-N 0 -107 K-E 180 -80
[1] 3X4 1.25 L 1.25 [4] 4X5 2.25 L 1.25 N-B 0-1400 E-J 60 -470
[10] 4X5 2.00 R 1.25 [13] 3X4 1.25 R 1.25 B-M 816 0 F-J 49 -210
C-M 0 -284 J-G 785 0
Purlins M-D 82 -355 G-I 0 -1403
In lieu of structural panels or rigid ceiling use purlins D-L 57 -134 H-I 0 -105
0 to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 15.23
BC 120 0.00 15.23
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,IMECEENNIZI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:173471 T50/SY42
Custom Qty: 7 FROM: DRW:
F04 Wgt:98.0 lbs ... / ... 08/21/15
I 81"8 I 9,3„8 I 1 r2"8'1"8 1'2" 7'10"8
I'—2'6"—'I
(TYP)
III1X3 =3X8 III 2X4 =3X3 =3X3 1112X4 =3X8 II12X4
T 0-2 J
io
, a
I 11'1"2
=3X8 1112X4 1112X4 =3X8 =4X4[14]
M L K J
I
3X8
r 1 T2" i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) Dell/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Ude) L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.187 K 999 360 N 1799 /- 1- l- l- 13.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.292 K 693 269 I 920 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 I - - N Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.045 I - - I Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.262
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.520 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0"
MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.482 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FTIRT:12(0)/10(0) Mfg Specified Camber: A-B 87 0 E-F 0 -2176
I:NA GCpi:NA Plate Type(s): B-C 0-2129 F-G 0 -2176
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2129 G-H 0 0
Lumber End Vertical Attachment D-E 0-2491
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum B Chord Forces Per Ply(Ibs)
To chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot o hor Chords Per Tens. Comp.
P (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords
Webs chord SP#3 SP M-30 staples,through wide face;or(3)qty.16-Gauge,1"
Webs 4x2 SP#3 Crown(minimum),1-1/2"length wire staples on each N-M 1261 0 K-J 2490 0
Lumber value set"13B"uses design values narrow face. M-L 2490 0 J-I 1345 0
approved 1/30/2013 by ALSC L-K 2491 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
—(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.25 to 100 plf at, 17.17 recommendations. O-N 97 -742 K-E 28 0
BC-From 10 plf at 0.00 to 10 plf at 17.17 Truss must be installed as shown with top chord up.
BC- 855 lb Conc.Load at 0.12 N-A 0 -234 E-J 0 -367
The overall height of this truss excluding overhang is N-B 0-1570 F-J 0 -257
Plate Shift Table 1-8-0. B-M 1013 0 J-G 969 0
JT Plate Lateral Chord JT Plate Lateral Chord C-M 0 -255 G-I 0 -1560
No Size Shift Bile No Size Shift Bite M-D 0 -421 H-I 0 -107
(14] 4X4 1.25 R 1.25 D-L 30 0
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 0.25 17.04
BC 120 0.17 17.04
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIBECE®'
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:173141 T98/SY42
Custom Qty: 3 FROM: DRW:
F06 Wgt:49.0 Ibs ... I ... 08/21/15
Z9" 3'9"3'9" I 7'6" I
2,9" 1' 3'9"
I-2,6"_-I I--1'11"-"I Ir 1,4„.,I
1111X3 =33X3 =3X3[5] 11111X3 m3XE4
I F4
...,.._ - ,..„----'.. - `iin ■ 11'1"2
I =3X3 If 1X3 111X3 H 1112X4
K J I
m4X5
i 6' 1 16 -H
I 7,6" -I
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl IA Loc R /U /Rw /Rh /RL 1 W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.051 G 382 157 K 222 /143 /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.103 G 191 157 H 1525 I- /- /- I- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 E - - K Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL):0.064 E - - H Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.666 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.303 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 C-D 871 0
I:NA GCpi:NA Plate Type(s): B-C 392 -107 D-E 871 0
Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00
Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or K-J 110 -387 I-H 102 -399
Bot p (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire J-I 107 -392 H-G 0 -2
Webs s 4xx 2 SP##3 chord 4x2 #2 staples,through wide face;or(3)qty.16-Gauge,1"
Webs Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Special Loads A-K 0 -147 D-H 1 -170
Truss must be installed as shown with top chord up. K-B 449 -128 H-E 0 -1239
---(Lumber D0rplf at 1.00/Plate 100 at 1.00) The overall height of this truss excluding overhang is B-J 0 -184 E-G 13 0
TC-From 100 plf at 0.00 to 100 pif at 7.38 1-8-0.
BC-From 10 plf at 0.00 to 10 plf at 7.50 I-C 242 0 F-G 6 0
TC- 804 lb Conc.Load at 7.38 C-H 0 -865
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(5) 3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Statl(ft) End(ft)
TC 24 0.00 7.38
BC 90 0.00 7.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Ameson Derek B Murray linEMMEDNI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:173161 T82/SY42
Custom Qty: 1 FROM: DRW:
F08A Wgt:107.8 Ibs ... / ... 08/21/15
8' I 9'4"12` 18'10"4
8' 1'4"12 9'5"8
2,6„_I F-1'4"-{
(TYP) G
A =4X5 C =3X3 =3X4 F H
= X8 =5X7
T 21 R _1111161' _ "
liA° 94 J 1„/ 1l% ■ 11'1"2
I =3X8 =3X8(11)
0 P 0 N M �L K
=3X8 =6X8
r 17,4„4 1 1,6"
I 18'10"4 -I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.173 D 999 360 Q 892 /_ /- /- I- 14.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.313 0 650 271 L 2882 I- l- I- I- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - Q Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.053 B - - L Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.657
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0"
MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.611 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 E-F 587 -1763
I:NA GCpi:NA Plate Type(s): B-C 0-2009 F-G 587 -1763
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0 -2009 G-H 1625 0
Lumber End Vertical Attachment D-E 143-2250 H-I 1625 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Tens.Comp.Bot C Chord Chords Per Tens. Comp.
P (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs s chord SP#3 SP M-30 staples,through wide face;or(3)qty.16-Gauge,1"
Webs 4x2 SP#3 Crown(minimum),1-1/2"length wire staples on each Q P 1222 0 N-M 2248 -148
Lumber value set"138"uses design values narrow face. P-0 2251 -139 M-L 815 -1076
approved 1/30/2013 by ALSC O-N 2250 -143 L-K 2 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.13 to 100 plf at 18.73 recommendations.18.73 R-Q 0 10 E-M 0 -1010
BC-From 10 plf at 0.00 to 10 plf at 18.85 Truss must be installed as shown with top chord up.
TC-1627 lb Conc.Load at 18.73 A-Q 0 -107 F-M 14 -286
The overall height of this truss excluding overhang is a-B 0-1436 M-G 1283 0
Plating Notes 1-8-0. B-P 919 0 G-L 0 -1752
All plates are 2X4 except as noted. C-P 0 -324 H-L 0 -281
P-D 361 -461 L-I 0 -2316
Plate Shift Table D-O 86 -210 I-K 0 -18
JT Plate Lateral Chord JT Plate Lateral Chord N-E 241 -58 J-K 0 -8
No Size Shift Bite No Size Shift Bite
[11) 3X8 4.25 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 18.60
BC 120 0.13 18.73
Apply purtins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECELMEIEU
PE No.60839 PE No 58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17298/T47/SY42
Custom Qty: 5 FROM: DRW:
F10 Wgt:47.6 lbs ... / ... 08/21/15
I-17.8--I Z6"-...1 I-1'11"-I
='3X3 III 11X3 .3CX4 III X3
TI - T
NI .�� •E 3'8
J
1 ill boa I ►M■ 11'1"2
1112X4 III 1X3
I H G
m3X4 °3X4
H'1'9"8 1 5' 1
1- 6.9"8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.012 I 999 180 H 664 /134 /531 /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 I 794 180 F 257 /148 /55 I- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 A - - H Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.011 A - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&F Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.378
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.137 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.101 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 358 -62 C-D 1 0
I:NA GCpi:NA Plate Type(s): B-C 358 -62
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Provide uplift connections at bearings as indicated. Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 UPLIFT (LB): 135 148 I-H 2 -3 G-F 206 -269
Bot chord 4x2 SP#2 BRG.LOC(FT): 1.79 6.33 H-G 206 -269
Webs 4x2 SP#3 Truss designed for 130.00 mph wind,15.00 ft mean height
with dead load of 4.20 psf(Top)and 3.00 psf(Bottom).
Lumber value set"13B"uses design values Enclosed building(SBC) Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp.
Special Loads The overall height of this truss excluding overhang is I-A 23 -18 C-G 74 0
----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 1-8-0. J-I 11 8 C-F 341 261
TC-From 54 plf at 0.12 to 54 plf at 6.67 A-H 81 -469 D-F 67 -79
BC-From 10 plf at 0.00 to 10 plf at 6.79 H-B 210 -253 F-E 3 -9
TC- 270 lb Conc.Load at 0.12 H-C 163 -363
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 6.42
BC 79 -0.12 6.42
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Left cantilever is exposed to wind
End Vertical Attachment
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:
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17304/T44/SY42
Custom Qty: 1 FROM: DRW:
F12 Wgt:29.4 lbs ... / ... 08/21/15
I----1'411—I F—1'11"8—I
3X4
A B C
TI G 1■Iimmeomovii
io II I I 11'1"2
=3X4, =3X3 \I
D
F E
r—1'8"4 j 2'1"12 k
F• 3'10"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 206 F. 75 I- l- I- I- 1 17.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 206 E 173 /- /- I- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D 127 /- /- /- /- /-
Des Ld: 55.00 EXP:NA HORZ(TL). 0.000 B - - F Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 D Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.071 Bearings F&E 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:12(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:15.01.01C.0611.00 A-B 1 0 B-C 0 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 1-8-0. F-E 44 0 E-D 44 0
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Plating Notes G-F 0 -8 B-E 0 -150
All plates are 1X3 except as noted. A-F 6 -66 B-D 0 -54
F-B 0 -65 C-D 0 -91
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 3.71
BC 43 0.13 3.71
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:
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray InEnnialnEl
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17349/T33I SY42
Custom Oty: 7 FROM: DRW:
F14 Wgt:100.8 lbs ... / ... 08/21/15
9'6"8 10'6"g 18'
I 9,6„8 1' I 7,5„8
I•”1,5"—II--2'6"-----I 1---2'1"—I
(TYP)
=3X3 1112X4 =3X8 1112X4 =3X3 =3X3 1112X4 =4X514] 1112X4
i
III W� .�, g t iii 11'1•2
1112X4 -=- =3X8 1112X4 E 4X5[13] =4X4
P I N M L K J
="3X8 1112X4
I—1'6" 1 16'6" 1
[. 18'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Weft LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 M 999 360 0 1378 I- I- l- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.264 M 738 260 J 876 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 J - - 0 Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.041 J - - J Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.327
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.477 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 337 0 E-F 0 -2262
I:NA GCpi:NA Plate Type(s): B-C 337 0 F-G 0 -2021
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-1940 G-H 0 -2021
Lumber End Vertical Attachment D-E 0-1940 H-I 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or
Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7116"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" P-0 1 0 M-L 2262 0
Crown(minimum),1-1/2"length wire staples on each O-N 1110 0 L-K 2261 0
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC N-M 2262 0 K-J 1273 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
--(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.12 to 100 plf at 18.00 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 18.00 Truss must be installed as shown with top chord up. P-A 0 -8 E-M 135 -94
TC- 270 lb Conc.Load at 0.12 Q-P 0 -4 L-F 118 -123
The overall height of this truss excluding overhang is A-0 0 -468 F-K 95 -462
Plate Shift Table 1-8-0. B-O 0 -258 G-K 0 -264
JT Plate Lateral Chord JT Plate Lateral Chord 0-C 0-1481 K-H 873 0
No Size Shift Bite No Size Shift Bite C-N 1001 0 H-J 0 -1476
[13] 4X5 2.25 R 1.25 [14] 4X5 2.75 R 1.25 D-N 0 -289 I-J 0 -107
N-E 0 -584
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 17.87
BC 120 -0.13 17.87
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 fAIP:;\(
Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECEETEXiil
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:4 SEQN:17363/T72/SPEC
Custom Qty: 1 FROM: DRW:
FG01 Wgt:1131.2 lbs Page 2 of 2 ... / ... 08/21/15
• Additional Notes
The maximum concentrated load is 7023tt
The overall height of this truss excluding overhang is
6-2-9.
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 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 eptE>\(
Michael G Kozlowski Jeffrey P Arneson Derek B Murray I E C I4 N O LOGY
PE No.60839 PE No.58544 PE No.71457
15880CEANBLVD Ply:2 SEAN:17369/T100/HIPM
Custom Qty: 1 FROM: DRW:
FG03 Wgt:92.4 Ibs I ... 08/21/15
4'4"10 6'8"5 9' H
4'4"10 I 2'3"11 I 2'3"11
12 III?3(4
3.5 ✓ 4X8 =3X3[12]E
o HST so i
2X4(A1)B I
a A ! 1_4_11'1
HH G 1112X4 F
III2X4 =3X8[11]
H 1'4"8 1 4'6"6 I 2'1"15 + 2'3"11 1
4'6"6 6'8"5 9'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loci/deft Lift Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 H 999 240 B 837 /_ /_ /_ /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 H 999 180 F 910 /- l- I- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.008 F - - F Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.252
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.264 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.314 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 19 0 C-13 0 -577
I:NA GCpi:NA Plate Type(s): B-C 0 -728 D-E 0 -577
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 to laterally brace chords as follows: B-H 673 0 G-F 7 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) H-G 681 0
Webs 2x4 SP#3 TC 24 -1.37 9.00
BC 106 0.15 9.00
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote Hangers/Ties C-H 73 0 G-E 659 0
Nail Schedule:0.131"x3",min.nails (J)Hanger Support Required,by others C-G 0 -120 E-F 0 -443
Top Chord:1 Row @ 9.50"o.c. D-G 0 -239
Bot Chord:1 Row @12.00"o.c. Additional Notes
Webs :1 Row @ 4"o.c. The overall height of this truss excluding overhang is
Use equal spacing between rows and stagger nails
1-7-8.
in each row to avoid splitting.
Special Loads
-----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00)
TC-From 101 plf at -1.37 to 101 plf at 4.53
TC-From 50 plf at 4.53 to 50 plf at 7.50
TC-From 150 plf at 7.50 to 150 plf at 9.00
BC-From 10 plf at 0.00 to 10 plf at 4.29
BC-From 5 plf at 4.29 to 5 plf at 9.00
TC- 236 lb Conc.Load at 7.50
PLT- 81 lb Conc.Load at(4.29,12.65)
PLT- 99 lb Conc.Load at(5.06,12.68).(7.06,12.68)
PLB- 78 lb Conc.Load at(4.29.11.13)
PLB- 58 lb Conc.Load at(5.06,11.13),(7.06,11.13)
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(11) 3X8 S 1.25 (12) 3X3 S 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:2 SEQN:17361/T49/FLAT
Custom Qty: 1 FROM: DRW:
FG05 Wgt:86.8 lbs ... / ... 08/21/15
1'11"4 4'3" 6'9"8
1'11"4 f 2'3"12 I 2'6"8 H
A=3X3 IIIB C X4 =3 1112XD
To _ � 1 E
W\\1 ---3.............---- \\ W7
i_ 0 0 11'1"2
III2X4 =H�O[5] III2FX4 =3X
1-1'9"8 5' i
1'11"4 I 2'3"12 I 2'6"8
1'11"4 4'3" 6'9"8
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 Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.006 C 999 240 G 2916 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 C 999 180 E 998 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - G Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.004 E - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings G&E Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.144
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.195 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.190 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 228 0 C-D 0 -19
I:NA GCpi:NA Plate Type(s): B-C 228 0
Wind Duration:NA WAVE,HS VIEW Ver:15.01.01C.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 1 0 F-E 461 0
Chord Spacing(in oc) Start(ft) End(ft)
Bot chord 2x4 SP#2 G-F 461 0
Webs 2x4 SP#3:W1,W3,W7 2x6 SP#2: TC 24 0.00 6.79
BC 82 0.00 6.79
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote The TC of this truss shall be braced with attached A-H 11 -9 C-F 37 -24
spans at 24"OC in lieu of structural sheathing. A-G 0 -271 C-E 0 -492
Nail Schedule:0.131"x3",min.nails
Top Chord:2 Rows @ 4.50"o.c.(Each Row) Additional Notes G-C 0 -759 D-E 0 -267
Bat Chord:1 Row @12.00"o.c. B-G 0 -918
Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up.
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is
in each row to avoid splitting. 1-7-8.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 150 plf at 0.00 to 150 plf at 2.17
TC-From 50 plf at 2.17 to 50 plf at 6.79
BC-From 5 plf at 0.00 to 5 plf at 6.79
TC- 170 lb Conc.Load at 0.00
TC- 127 lb Conc.Load at 1.65
TC-1150 lb Conc.Load at 1.71
TC- 930 lb Conc.Load at 3.65,5.65
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[5] H0310 S 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray riMirrni
PE No 60839 PE No.58544 PE No.71457
1S88OCEANBLVD Ply:1 SEAN:17333/T70/SY42
Custom Qty: 1 FROM: DRW:
FGE01 Wgt:86.8 Ibs / ... 08/21/15
1 1'2'8 1� 2"8 1'2"8 1� 2"8 1� 2"8 1� 2"8 f 1 2"8 I 1� 2"8 F 1'2"8—I F 1'2"8 {� 1'2„s Q” 2
A B C D E F G H I J K LM
AB
T 1 i -,_N
1 n 1-A ;, - - h r_ 11'1"2//j/// /// /// D C
II 1112X4 Z Y X W V U T S R Q 1112X4
1 15212 i
I- 15712 I
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AA•111 /- /- /- /- /180
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 0 -17 /17 /- /- I- /2.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - AA Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL):0.002 M - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AA&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 1 0 G-H 1 0
I:NA GCpi:NA Plate Type(s): B-C 1 0 H-I 1 0
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 1 0 I-J 1 0
Lumber Additional Notes D-E 1 0 J-K 1 0
E-F 1 0 K-L 1 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 1 0 L-M 1 0
Top chord 4x2 SP#3 recommendations.
Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values 1-8-0.
approved 1/30/2013 by ALSC AA-Z 0 -1 U-T 0 -1
Z-Y 0 -1 T-S 0 -1
Bracing Y-X 0 -1 S-R 0 -1
Sheathing is required for any longitudinal(drag) X-W 0 -1 R-0 0 -1
forces.All connections to be designed by the building W-V 0 -1 Q-P 0 -1
designer. V-U 0 -1 P-0 0 -1
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 1X3 except as noted.
AB-AA 0 -9 M-O 20 0
Purlins A-AA 0 -56 O-N 0 -7
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 14.98
BC 120 0.25 15.02 B-Z 0 -146 H-T 0 -133
Apply purlins to any chords above or below fillers C-Y 0 -131 I-S 0 -134
at 24"00 unless shown otherwise above. D-X 0 -134 J-R 0 -131
E-W 0 -133 K-Q 0 -145
End Vertical Attachment F-V 0 -133 L-P 0 -100
Attach notched end vertical(s)to next end vertical G-U 0 -133
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:
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:172581 T26 I SY42
Custom Qty: 1 FROM: DRW:
FGE03 Wgt:89.6 lbs ... / ... 08/21/15
1'2"8- 12"8�' 1,2,8 I 12"8'I 1f I I-1,2„$ 1 12"8 12"8"I 1�'?��$"I 1,2„$ I 1'3"4
3,
III 1X3 H
AD B C D E F G W 13X4 J K L M N
3-9-8 - , , , L _ _ L.
0
00
//9./ /” " /'n -- /'
AC AB AA Z X W 1111X3 V U T S ♦ Q P
III1X3 III1X3 III1X3 III 1X3 W=3X4 III 1X3 III 1X3 III 1X3 III1X3 1111X3 III 1X3
2'2” 1 14'3"4 A
I 16'5"4 I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.035 A 431 121 AC'173 /- /- /- /- /23.3
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.055 A 275 121 AB-84 /84 I- /- /- 15.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.028 A - - AA'109 /- /- /- /- /168
Des Ld: 55.00 EXP:NA HORZ(TL):-0.043 A - - AC Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AB Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.547 AA Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.391 Bearings AC,AB,&AA Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.085
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:15.01.010.0611.00 A-B 9 0 H-I 9 0
Lumber Additional Notes B-C 9 0 I-J 9 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 9 0 J-K 9 0
recommendations. E- 9 0 K-L 9 0
. F
Top chord 4x2 SP#3 E-F 9 0 L-M 9 0
Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. F-G 9 0 M-N 9 0
Webs 4x2 SP#3 The overall height of this truss excluding overhang is G-H 9 0
Lumber value set"136"uses design values 1-8-0.
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
Sheathing is required for any longitudinal(drag) AC-AB 0 -9 V-U 0 -9
forces.All connections to be designed by the building AB-AA 0 -18 U-T 0 -9
designer. AA-Z 0 -9 T-S 0 -9
Fasten rated sheathing to one face of this frame. Z-Y 0 -9 S-R 0 -9
Y-X 0 -9 R-Q 0 -9
Plating Notes X-W 0 -9 Q-P 0 -9
All plates are 2X4 except as noted. W-V 0 -9
Puriins Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) AD-AC 9 -1 N-P 0 -73
TC 24 0.13 16.06 A-AC 0 -47 P-O 7 -2
BC 120 0.13 16.06
Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs)
at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp.
End Vertical Attachment B-AB 0 -201 H-U 0 -133
Attach notched end vertical(s)to next end vertical C-AA 0 -95 J-T 0 -133
using(3)qty.10d box or(0.128"x3"min)gun nails,or D-Z 0 -142 K-S 0 -134
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-Y 0 -131 L-R 0 -129
staples,through wide face;or(3)qty.16-Gauge,1° F-W 0 -134 M-Q 0 -150
Crown(minimum).1-1/2"length wire staples on each G-V 0 -133
narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray IMMEIMI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:2 SEON:17371/T20/HIPM
Custom Qty: 5 FROM: DRW:
FT01 Wgt:92.4 Ibs ... / ... 08/21/15
. l 4'6"6 6'9"3 9'
4'6"6 I 2'2"13 I 2'2"13
12 L____.- 4X8 D 1112X4
3.5 L =3X3[12]E
TT
°2X4(A1)B
H 1 � N
z 11 nYJ'1 I 1
111"2
4 A 1II2X4F
1112X4 °3X[11]
1'4"8 1 4'8"2 I 2'1"1 I 2'2"13
4'8"2 6'9"3 9'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph PI:NA Ce:NA VERT(LL): 0.018 C 999 240 B 1002 /- I- I- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 C 999 180 F 848 /- l- 1- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.007 F - - F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.287
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.267 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.294 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 29 0 C-D 0 -532
I:NA GCpi:NA Plate Type(s): B-C 0 -704 D-E 0 -532
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 to laterally brace chords as follows: B-H 638 0 G-F 5 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) H-G 640 0
Webs 2x4 SP#3 TC 24 -1.50 8.87
BC 106 0.02 8.87
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote Additional Notes C-H 27 0 G-E 618 0
Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is C-G 40 -127 E-F 0 -412
Top Chord:1 Row @12.00"c.c. 1-8-0. D-G 0 -258
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.
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 151 plf at -1.38 to 151 plf at 7.50
TC-From 101 plf at 7.50 to 101 plf at 9.00
BC-From 10 plf at 0.00 to 10 plf at 9.00
TC- 270 lb Conc.Load at 7.50
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(11] 3X8 S 1.25 (12] 3X3 S 1.25
Hangers/Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ELIECIMICIECI
PE No.60839 PE No.58544 PE No.71457
1 588OCEANBLVD Ply:1 SEON:17214/T12/GABL
Custom Qty: 1 FROM: DRW:
GE02 Wgt:79.8 lbs ... / ... 08/21/15
2'11"8 4"9
I 1;1.,1"I I--1
I� 1'10"7 I I� 4'3"8 I 5'7"8 I 6'11"8 I 8'3"8 1 1 1 I 11'3"
1'10"7 1'4" 1'4" 1'4" 1'4" 1'10"7
G°4X4
T 6 12 E F� H
�
�
I
I
`3X3�3X4 D J N3X3 IIIH0310 5)
to (; . K 3X4® i(''
"' T IIIH0310(E5)Wil ` , L
I
A ;/ i i i i �1 M
- 21'11'
R 0 P O N
III4X4(14l
I-1'4"8-1
Z11"8 I l'4" I 1'4" + 14" I 1'4" I 2'11"8 1-1'4"8-I
2'11"8 4'3"8 5'7"8 6'11"8 8'3"8 11'3"
(NNL) (NNL)
I--3'4"8 "I I--3'4"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL): 0.031 N 999 240 B 1014 /487 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 N 999 180 L 1014 /487 /- /- /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.023 E - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.98 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 Bearings B&L Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.563
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.342 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 28 -18 G-H 519 -1164
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 496-1109 H-I 526 -1179
Lumber Purlins B-D 62 -128 1-J 530 -1196
C-D 495-1107 J-K 495 -1107
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 530-1196 J-L 62 -128
Top chord 2x4 SP#2 to laterally brace chords as follows: E-F 526-1179 K-L 496 -1109
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) F-G 519-1164 L-M 28 18
Webs 2x4 SP#3 TC 24 -1.38 12.63
:Stack Chord SC1 2x4 SP#2: BC 120 0.00 11.25 •
:Stack Chord SC2 2x4 SP#2: Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs)
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp.
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Loading B-R 1074 -477 P-O 1058 -470
Lumber value set"13B"uses design values Truss designed to support 8"maximum gable end R Q 1058 -470 O-N 1058 -470
approved 1/30/2013 by ALSC
overhang. O-P 1058 -470 N-L 1074 -477
Special Loads Wind
-(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(Ibs)
TC-From 56 plf at 1.38 to 56 plf at 1.51 Wind loads and reactions based on MWFRS. Webs Tens.Comp.
TC-From 28 plf at 1.51 to 28 Of at 5.63 Additional Notes G-P 897 -389
TC-From 28 plf at 5.63 to 28 plf at 9.74
TC-From 56 plf at 9.74 to 56 plf at 12.63 See DWGS A14030ENC101014&GBLLETIN1014 for
BC-From 4 plf at -1.38 to 4 plf at 0.00 gable wind bracing requirements. Maximum Gable Forces Per Ply(Ibs)
BC-From 5 plf at 0.00 to 5 plf at 11.25 Stacked top chord must NOT be notched or cut in Gables Tens.Comp. Gables Tens. Comp.
BC-From 4 plf at 11.25 to 4 plf at 12.63 area(NNL).Dropped top chord braced at 24"o.c.
BC- 160 lb Conc.Load at 1.32,9.93 intervals.Attach stacked top chord(SC)to dropped E-R 14 11 O-H 11 10
BC- 50 lb Conc.Load at 1.51.9.74 top chord in notchable area using 3x4 tie-plates 24" F-Q 11 10 N-I 14 11
BC- 226 lb Conc.Load at 3.23,5.23,6.02,8.02 o.c.Center plate on stacked/dropped chord
BC- 22 lb Conc.Load at 3.56,7.69 interface,plate length perpendicular to chord length.
BC- 43 lb Conc.Load at 5.63 Splice top chord in notchable area using 3x6.
Plating Notes The overall height of this truss excluding overhang is
3-5-13.
All plates are 2X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(14) 4X4 S 2.50
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray IiIIIMICEEMEM
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17192/T3/MONO
Custom Qty: 6 FROM: DRW:
HJ02 Wgt:18.2 Ibs ... / ... 08/21/15
12
4.24 III 2X4 D
3X4 C M
I
I I
II H0310(E5 0 m
N_ , 0b0 Eo
A BI ■
1 21'11"
1 III2X4E
2'0"11
f 1'11"5 1 A
2'0"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefBCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in toe Udef L#t Loc R /U /Rw /Rh /RL I W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA 8 236 /111 /137 /- 160 /5.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 29 /27 /28 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.002 E - - B Min Brg Width Req= 1.5
NCBCLL:W.00 Mean Height:22.91 ft Code I 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: 0.550 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.028
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.034 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 33 0 C-D 8 -26
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 232 -250
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2 B-E 2 -3
Webs 2x4 SP#3
It Slider 2x6 SP#2:BLOCK LENGTH= 1.500'
Lumber value set"136"uses design values Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp.
approved 1/30/2013 by ALSC
D-E 81 -25
Puriins
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 -1.94 2.06
BC 25 0.00 2.06
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-8-8.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17228/T31/HIP_
Custom Qty: 1 FROM: DRW:
HJ04 Wgt:12.6 lbs ... / ... 08/21/15
12
3X3
∎A, 23'0"12
III H0310(E5 10
Is--
N in to
✓ B
- A
/ 21'11"
_t_
�= D
f 1'11"5
1'3"9
1 1'3"9
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 94 /125 /146 /- /45 /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 19 /- /8 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - C -28 /48 /46 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.002 D - - Wind reactions based on MWFRS
NCBCLL: W.00 Mean Height:22.78 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.008 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 19 0 B-C 133 -137
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' B-D 1 -1
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Special Loads
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -1.94 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 1.30
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 1.30
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(fl) End(ft)
TC 24 -1.94 1.30
BC 16 0.00 1.30
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-5-4.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No 60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17182/T109/HIP_
Custom Qty: 1 FROM: DRW:
HJ06 Wgt:40.6 lbs ... / ... 08/21/15
5'6"8 I 9'10"1
5'6"8 4'3"9
D
2.47 o I; 131"15
2X4 C
51 N_
V
N k,
2X4(A1) B
y A = 1 11'1"2
1'11"5 9Y1
9'8"1 914"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 I Rw I Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 F 999 240 B 267 /147 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 F 999 180 E 291 /67 /- /- / /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - D 52 /26 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.026 F - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.961 D Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.345 Bearing B Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Additional Notes A B 11 -5 C-D 16 35
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B C 680
Top chord 2x4 SP#2 2-4-5.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 676 -281 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp.
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 292 -702
TC-From 2 plf at 0.00 to 2 plf at 9.84
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.84
TC- -18 lb Conc.Load at 1.52
TC- 108 lb Conc.Load at 4.35
TC- 217 lb Conc.Load at 7.18
BC- 5 lb Conc.Load at 1.52
BC- 71 lb Conc.Load at 4.35
BC- 131 lb Conc.Load at 7.18
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 -1.94 9.84
BC 116 0.15 9.84
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,8103121=1310
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17186/T55/HIP_
Custom Oty: 2 FROM: DRW:
HJ08 Wgt:40.6 lbs ... / ... 08/21/15
5'4"3 I 9'10"1
5'4"3 4'5"14
D
12 r, T THD,_13'6"2
2.83
2X4
so in
b
O co
N
2X4(A1)B
A ll. _011'1"2
-4FE
1,11"5 98 1 -�
9'8"1 9'1;"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): 0.024 F 999 240 B 271 /155 I- /- /- 17.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 F 999 180 E 289 /68 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 61 /31 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.023 F - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 E Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.970 D Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.327
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Additional Notes A-B 13 -6 C-D 19 -39
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B C 291 -602
Top chord 2x4 SP#2 2-8-8.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 598 -270 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp.
TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 282 -625
TC-From 2 plf at 0.00 to 2 plf at 9.84
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.84
TC- -22 lb Conc.Load at 1.52
TC- 111 lb Conc.Load at 4.35
TC- 222 lb Conc.Load at 7.18
BC- 8 lb Conc.Load at 1.52
BC- 74 lb Conc.Load at 4.35
BC- 133 lb Conc.Load at 7.18
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 -1.94 9.84
BC 116 0.15 9.84
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:
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 APE
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:171821 T8/JACK
Custom Qty: 12 FROM: DRW:
J02 Wgt:12.6Ibs /� ... / ... 08/21/15
C
12 1 I 23'5"15
6
ti
0
-- co
2X4(A1) B Zfl
rV
r II @ 21'11"
A ii D
1'4"8 3'
3'
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):NA B 210 /80 /141 /- /94 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 57 /52 /28 /- /- /1.5
Des Ld: 32.00 EXP:C - HORZ(TL): 0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.69 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.517 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.093 C Min Brg Width Req= -
Spacing:24.0"
MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
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:15.01.010.0611.00
Lumber
A-B 37 0 B-C 25 -77
Value Set:13B(Effective 6!112013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"138"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.38 3.00
BC 34 0.15 3.00
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
1-10-7.
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.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEON:17186/T17/JACK
Custom Oty: 6 FROM: DRW:
J04 Wgt:15.4 lbs ... / ... 08/21/15
B
kvi
12 A 24'5"1 5
6
r`
0
N
=2X4A(Al) LE,
T
j3 11Z A 21'11"
C
"8 4'1 0"8
+18 5' i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pt:NA Cc:NA VERT(LL):NA A 160 /43 /83 /- /113 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /3 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - B 121 /104 /67 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.013 C - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.57 ft Code I Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.560 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.339 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 54 -98
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Chords Tens.Comp.
Lumber
Value Set:13B(Effective 6/1/2013)
A-C 0 0
Top chord 2x4 SP#3
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
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 4.88
BC 59 0.00 4.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
. member design.
Additional Notes
The overall height of this truss excluding overhang is
2-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17190/T4/MONO
Custom Qty: 18 FROM: DRW:
J06 Wgt:13.3 lbs ... / ... 08/21/15
■
12 1112X4 C
6
1112X4 B ■
cy)
W2
■ 1 1
421'11"
E � 1112X4[3] p
1112X4
1'4"8 I 1' 6" I
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 144 E 170 /47 /111 /- /60 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 144 D 22 /37 /16 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.008 C - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.95 ft Code/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: 0.459 Bearing E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.119
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.096 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 37 0 B-C 8 -33
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:138(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#3 E-D 1 -10
Bot chord 2x4 SP#3
Webs 2x6 SP#2:W2 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
B-E 303 -158 C-D 63 -16
Bracing
Fasten rated sheathing to one face of this frame.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[3) 2X4 S 2.50
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 -1.38 1.50
BC 18 0.00 1.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-9-0.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17194/T86/JACK
Custom Qty: 4 FROM: DRW:
J08 Wgt:11.2 lbs ... / ... 08/21/15
12
3.5 L C
T 12'0"4
0
2X4(A1) g N r'
cm
A " + - 11'1„2
►
►zI D-1
H- 1'4"8 I 3'
Loading Criteria(pst) 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 Cc:NA VERT(LL):NA B 232 /90 /140 /- /42 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 30 /2 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 38 /24 /15 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.067 C Min Brg Width Req= -
Spacing:24.0” MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber 'A-B 23 0 B-C 11 -25
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.38 3.00
BC 31 0.46 3.00
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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
1-2-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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
epwE ,
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17198/T88/EJAC
Custom Qty:4 FROM: DRW:
J10 Wgt:22.4 lbs ... / ... 08/21/15
C
3.5
12 11 13'2"4
( 2
0
T Lo
5 r
N cO
2X4(A1)B `V
A ! u I 11'1"2
D
H 1'4"8 _ I 7 H
7'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 337 /97 /187 /- /83 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /- /34 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - C 152 /80 /65 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS
NCBCLL: W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.532 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.334 C Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
ri
Spang:24.0" p
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 23 0 B-C 43 -64
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.chord 2x4 SP#2 p
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.37 7.00
BC 75 0.46 7.00
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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
2-4-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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
epwE ,
Michael G Kozlowski Jeffrey P Arneson Derek B Murray irELEEIM
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17190/T84/JACK
Custom Qty: 3 FROM: DRW:
J12 Wgt:11.2 lbs ... / ... 08/21/15
12
3.5 C
_� T 1412.0..4
0
=2X4(Al
)B N
Co
A - � 11'1 rr2
� D
1'4"8 3' i
3'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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):NA B 206 /80 /124 /- /42 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /- /14 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 54 /29 /21 1- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.084 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 15 •25
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.38 3.00
BC 34 0.15 3.00
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
1-2-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray IIIMMIME
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17192/T83/JACK
Custom Qty: 2 FROM: DRW:
J13 Wgt:16.8 lbs ... / ... 08/21/15
12 C
3.5 1 12'7"4
0
0
0)
2X4(A1)g
N
42 A 11 ! i_____Eki_11'1"2
H- 1'4"8 I-
5'
5'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P1 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):NA B 261 /83 /150 /- /63 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 65 /- /26 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 109 /57 /47 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.009 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.428 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.298 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
Spacing:24.0" p
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ws)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 23 0 B-C 30 -46
Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Purlins
i 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 -1.38 5.00
BC 58 0.15 5.00
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
1-9-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17194/T102/EJAC •
Custom Qty: 9 FROM: DRW:
J14 Wgt:22.4 lbs / ... 08/21/15
C
3.5 12 T_Et3_13'2"4
0
to
3.
N CO
2X4(A1)B
mg" : 11'1"2
7'
1'4"8 - 1 7'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defi/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 321 /92 /179 /- /83 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C 160 /83 /70 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.027 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.366 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 45 -59
Value Set:13B(Effective 6/112013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.38 7.00
BC 75 0.15 7.00
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
2-4-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 ep:;
Michael G Kozlowski Jeffrey P Arneson Derek B Murray 4
PE No.60839 PE No.58544 PE No.71457
1 588OCEANBLVD Ply:1 SEQN:17202 I T52/JACK
Custom Qty:4 FROM: DRW:
J16 Wgt:11.2 lbs ... / ... 08/21/15
12 C
4
0 T4122"7
co
2X4(A1) g v. co
403 A r4 11'1"2
� D
3'
1'4"V
8 3' ,
�
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 207 165 /132 /- /48 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- 1- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 55 132 /24 I- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.243 D Min Brg Width Req=C Min Brg Width Req= -
-
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00
Lumber A-B 26 0 B-C 18 -31
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.37 3.00
BC 34 0.15 3.00
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
1-4-13.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEICEDMI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17206/T54/EJAC
Custom Qty: 14 FROM: DRW:
J18 Wgt:22.4 lbs ... / ... 08/21/15
C
12 13'6"7
4
M
- M
00
N M
2X4(A1)g
3 A i 11,1"2
7'
1'4"8 1
7'
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSFI Def ICSI 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 Cc:NA VERT(LL):NA B 322 /88 /190 /- /95 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 162 /87 /80 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.024 0 - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.375 C Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
ri
Spang:24.0" P
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 26 0 B-C 51 -70
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2
Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.37 7.00
BC 75 0.15 7.00
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
2-8-13.
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.
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 APE
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1 f188OCEANBLVD Ply:1 SEQN:172181 724/MONO
Custom Qty: 2 FROM: DRW:
T02 Wgt:89.6 lbs ... / ... 08/21/15
6'3"15 9' 10'11" 13'7"1 1911"
I 6'3"15 I 2'8"1 I 1'11" I 2'8"1 I 6'3"15
=4X4
D=4X4 E
12 ►2X4 C Fi2X4
6 '• •'
r
o cn
io
v ;o
=3X4(A1)B G=3X4(A1)
A 11 m Y I a H 1)21'11"
'4 =3X4 ••
K J I=3X4
1'4'8 9' 1' 9' 1'4"8
I 1 s' I 10'11�1.�F 19'1 l" A I
1' 0'11"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 K 999 240 B 736 1364 /364 /- /150 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 K 999 235 G 736 /364 1364 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.030 I - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.19 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: 0.330 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.112 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 37 0 E-F 475 -819
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 B-C 522-1029 F-G 522 -1029
C-D 475 -819 G-H 37 0
Lumber D-E 436 -683
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3
Lumber value set"13B"uses design values B-K 857 -350 J-I 683 -194
approved 1/30/2013 by ALSC K-J 683 -194 I-G 857 -350
Purlins Maximum Web Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) C-K 239 -299 E-I 260 -154
TC 24 -1.38 21.29 D-K 260 -154 I-F 239 -299
BC 110 0.15 19.77
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
4-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17222/T63/COMN
Custom Qty: 1 FROM: DRW:
T04 Wgt:85.4 lbs ... / ... 08/21/15
57"8 19'11"8 114'3"8 119'11"
5'7"8 4'4" 4'4" 5'7"8
D=4X4
12
6 � 2X4 C a. E 02X4
O
in
in
3
-3X4(A1)B F4(A1)
-L y7 A ,-i ( :: 21'11'
=5X7 •
G
1'4"8 10' 911"
1 10' I 19'11" •
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.037 G 999 240 B 740 /158 /361 /- /147 13.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 G 999 235 F 650 /138 /292 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.033 G - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.43 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: 0.287 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.740
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.171 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 37 0 D-E 413 -788
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 493 -1061 E-F 513 -1070
Lumber C-D 394 -786
Value Set:13B(Effective 6/1/2013)
Maximum
Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp. Forces Chords Per Tens. Comp.
chord 2x4 SP#2 p p
Webs 2x4 SP#3 B-G 894 -370 G-F 906 -372
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purtins C-G 231 -304 G-E 240 -319
to laterally brace chords as follows: D-G 442 -193
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 19.92
BC 120 0.15 19.77
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
5-4-3.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEEECEMil
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEAN:17230/T40/MONO
Custom Qty: 1 FROM: DRW:
T06 Wgt:109.2 lbs ... / ... 08/21/15
17 4'0"2 11'5"8 15'9"8 212"
11,3" I 2,9.,2 I T5'6 I 4'4" I 5'4"8 I
E.,4X4(R1)
0
F/2X4
VI 12 °
6 " 0_av6X10(SRS)D
IT IIIH0310 E5 r•�I�
�° -r, j i rr I3X4h)
A. �:: ° 1)21'11"
• =3X4[8] III 3 4 •3X4 w3X8(19]
K J I H
1'4"8 1'6"8 6'1"10 1'5"8 9'8"8
I 1 1,6 ,.8 -1 2314 I 10' 1 11'5"6 I 212" 1
I I
3'10'6
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 Ce:NA VERT(LL): 0.088 D 999 252 B 794 1447 /- I- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.172 D 999 252 G 697 /364 I- I- I- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.050 H - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code I 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: 0.755 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.343 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 33 -22 D-E 502 -946
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 468 -840 E-F 465 -897
Lumber Purlins C-D 375 -699 F-G 637 -1140
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum B Chord Forces Per Ply(Ibs►
Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot o hor Chords Per Tens. Comp.
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords
Webs 2x4 SP#3 TC 24 -1.38 21.17 B-K 578 -317 I-H 1773 -944
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.568' BC 69 0.00 21.04
Apply puffins to any chords above or below fillers K-J 1776 -939 H-G 956 522
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. J-I 1773 -944
approved 1/30/2013 by ALSC
Hangers/Ties Maximum Web Forces Per Ply(Ibs)
Bracing Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on manufacturer tested capacities and calculations.
member. Conditions may exist that require different C-K 576 -278 D-H 562 -1022
connections than indicated.Refer to manufacturer K-D 640-1223 E-H 448 -125
Special Loads publication for additional information. J-D 153 0 H-F 157 -226
---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing at location x=20'11" uses the following
TC-From 56 plf at -1.38 to 56 plf at 1.25 support conditions:
TC-From 56 plf at 1.25 to 56 plf at 4.01 Bearing G (20'11",21'11")HTU26
TC-From 56 plf at 4.01 to 56 plf at 11.46 Supporting Member:(2)2x6 SP SS Dense
TC-From 56 plf at 11.46 to 56 plf at 21.17 (20)0.148"x3"nails into supporting
BC-From 4 plf at -1.38 to 4 p11 at 0.00 member,
BC-From 10 plf at 0.00 to 10 plf at 21.17 (11)0.148"x1.5"nails into supported
PLT- -6 lb Conc.Load at(1.25,23.50) member.
PLB- 25 lb Conc.Load at(1.25.21.96)
Additional Notes
Plate Shift Table The overall height of this truss excluding overhang is
JT Plate Lateral Chord JT Plate Lateral Chord 5-4-3.
No Size Shift Bite No Size Shift Bite
[8] 3X4 S 1.25 [19] 3X8 S 1.25
Wind
Wind loads and reactions based on MWFRS.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray lierrEEDINI
PE No.60839 PE No.58544 PE No.71457
15$8OCEANBLVD Ply:1 SEQN:172341 T28/MONO
Custom Qty: 1 FROM: DRW:
T08 Wgt:105.0 lbs ... / ... 08/21/15
50"8 7'9"10 11'5"8 15'9"8 21'7'
5'0"8 792 { 3,7,14 4'4" ) 54"8 I
F=4X4
N4X51SRS)
12 7 14X54
SRS)
1 G f 2X4
r> 6 1 50
o
V)
to R
io 3X4C
in 114X16
"1 A =3X4(61)
L cis.*
a i r; 1 (021'11"
'q m 4 =3X8
IC J I
1,4"8 5'4" 4'8" 1'5"8 9'8"6
1 54" I 1a 1 11'5"8 I 21'7' 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 252 B 776 /179 /365 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.116 E 999 252 H 696 /151 /313 I- I- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.038 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.399 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.658
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 31 0 E-F 515 -860
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 599-1052 F-G 507 -878
Lumber Wind C-D 533 -984 G-H 601 -1144
D-E 530 -837
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)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 812 -399 J-I 1043 -509
Lumber value set"13B"uses design values 54-3. K-J 1043 -509 I-H 963 -470
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: D-K 296 -124 F-I 502 -277
Chord Spacing(in oc) Start(ft) End(ft) K-E 208 -340 I-G 222 -293
TC 24 -1.38 21.17 E-I 320 -412
BC 120 0.00 21.04
Apply purtins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (20'11",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray InEEEMZEI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17238/T37/COMN
Custom Qty: 1 FROM: DRW:
T10 Wgt:107.8 lbs ... / ... 08/21/15
611" 58"2 11'5"8 15'9"8 21'2'
I 611" f 79'2 I 1'9"6 I 4'4.. I 5,4,.8 I
F=4X4
1i4X5 114X5(SRS)
D EE
l
12
6 C'/2X4
v c a
n
.n
114X10(3X i C
-I-
_L A 8 - .3X4(131)
_
T 021'11"
3X4 4 -
K J alp
1'4"8 7'2"8 2g8 1'5"8 9'8"8
I A 72.8 I 10' 1-115"8 I 21'2" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 E 999 252 B 776 /228 /368 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 E 999 252 H 696 /203 /316 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(TL):-0.024 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.044 C - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.411 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.200 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 30 0 E-F 507 -819
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 582-1065 F-G 496 -874
Lumber Wind C-D 510 -968 G-H 594 -1143
D-E 527 -801
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)
Bot chord 2x4 #2
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
We #3
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 792 -356 J-I 861 -357
Lumber value set"136"uses design values 5-4-3. K-J 861 -357 I-H 962 -460
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows: D-K 225 -23 F-I 524 -308
Chord Spacing(in oc) Start(ft) End(ft) K-E 60 -158 I-G 228 -293
TC 24 -1.38 21.17 E-I 259 -341
BC 119 0.00 21.04
Apply puriins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (20'11",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1508OCEANBLVD Ply:1 SEAN:172421 T36/COMN
Custom Qty: 1 FROM: DRW:
T12 Wgt:103.6 lbs / ... 08/21/15
I 211" I 5'8'2 I 11'5'8 I 15'9"8 I 217'
2'11" 2'9'2 5'5'6 4'4" 5'4"8
F=4X4
I I-
sq 12 Vp4X5(SR G/2X4 ,p
S)
v 6 1 " Dm4X4 E
1 90 3X4D I
mH031IXE4
N T A 10 Hv3X4(61)
J1 21'11"
1 .. =3X4 =13X4 m 3X8
K J I
1'4"8 3'2"8 6'9"8 1'5"8 9'8"8
I A 37"8 I 19 I11'5"8 I 217' 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 Ce:NA VERT(LL): 0.067 E 999 252 g 776 /228 /361 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.131 E 999 252 H 696 /203 /309 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.043 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.365 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.464 Maximum Top Chord Forces Per Ply fibs)
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 31 0 E-F 491 -905
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 549-1022 F-G 490 -886
Lumber Wind C-D 497 -948 G-H 577 -1142
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 468 -827
Top chard 2x4 SP#2 member design.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 767 -364 J-I 1332 -704
Lumber value set"13B"uses design values 5-4-3. K-J 1332 -704 I-H 960 -449
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows: D-K 457 -220 F-I 466 -211
Chord Spacing(in oc) Start(ft) End(ft) K-E 422 -670 I-G 207 -288
TC 24 -1.38 21.17 E-I 458 -624
BC 115 0.00 21.04
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (20'11",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17247/T1/HIPS
Custom Qty: 1 FROM: DRW:
T14 Wgt:85.4 lbs ... / ... 08/21/15
I 7' I 12'11" 19'11"
7' 5'11" I 7'
w5X7 --5X5
C T2 D
T6 ,2
1 =3X8(81)B Ea3X8(B1)
22 A Ii 0 I l l .::\F 21'11,
/'`' IIIIX4 mHH310 =30X4
1'4"8 7'1"12 2'10"4 2'7"8 7'3"8 1'4"8
1 7'i" 12 I 10' I 12'x'8 I 19'11" 1 I
Loading Criteria(psi) 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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.112 I 999 240 B 1544 /915 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.214 I 999 235 E 1543 /874 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.095 G - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:23.69 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.691 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.968
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.342 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 37 -24 D-E 1590 -2757
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.010.0611.00 B-C 1676-2763 E-F 37 -24
Lumber Additional Notes C-D 1383-2433
Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2:T2 2x4 SP M-30: 310-7. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3
B-I 2395-1447 H-G 2416 -1454
Lumber value set"13B"uses design values I-H 2416-1454 G-E 2390 -1371
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 569 -213 G-D 524 -217
TC-From 28 plf at 7.00 to 28 plf at 12.92 C-G 84 -409
TC-From 56 plf at 12.92 to 56 plf at 21.29
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.06
BC-From 5 plf at 7.06 to 5 plf at 12.91
BC-From 10 plf at 12.91 to 10 plf at 19.92 I
BC-From 4 plf at 19.92 to 4 plf at 21.29
TC- 242 lb Conc.Load at 7.00,12.91
TC- 171 lb Conc.Load at 9.06,10.85
BC- 393 lb Conc.Load at 7.00,12.91
BC- 98 lb Conc.Load at 9.06,10.85
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 -1.38 21.29
BC 55 0.15 19.77
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:
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray iniEMDKEID
PE No.60839 PE No.58544 PE No.71457
1§88OCEANBLVD Ply:1 SEQN:172531 T11/COMN
Custom Qty: 5 FROM: DRW:
T16 Wgt:85.4 lbs ... / ... 08/21/15
I 7713 I 9'5"8 I 11'10"3 I 18'11"
7'0"13 2'4"11 2'4"11 7'0"13
Dw4X4
1,2X4 C.� E,6 2X4
s 12
M
Co
to
=2X4(A1)B F a-2X4(A1)
f G 21'11"
1
11'4"8 1 9'5"8 { 9'5"8 1 1.4,. 8 I
9'5"8 18'11"
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 L/defl L/# Loc R /U /Rw /Rh /RL 1 W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 H 999 240 B 704 /207 /347 /- /156 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 H 999 223 F 704 /207 /347 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.025 H - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.31 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: 0.420 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.679
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.236 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 37 0 D-E 397 -733
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 416 -939 E-F 416 -939
Lumber C-D 396 -733 F-G 37 0
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 p
Webs 2x4 SP#3 B-H 771 -232 H-F 771 -256
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins C-H 255 -311 H-E 255 -311
to laterally brace chords as follows: D-H 620 -336
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 20.29
BC 120 0.15 18.77
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
5-1-3.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 A
Michael G Kozlowski Jeffrey P Arneson Derek B Murray inSaCEECONI
PE No.60839 PE No.58544 PE No.71457
r
15$8OCEANBLVD Ply:1 SEAN:172491 T2/HIPS
Custom Qty: 1 FROM: DRW:
T18 Wgt:81.2 lbs ... / ... 08/21/15
7' 1111" 18'11"
I- 7' -I" 4,11„ "I" 7' -I
5X7 5X5 a
T 12
C T2 D
0
6
n
I-
b
°3X8(81)B _ E=3X8(81)
eTyr ��\ 21'11"
4 • 1114 =HI 30 =30X4 F
1'4"8 71"12 I 2'10"4 I 17"8 I 7'3"8 1 1.4"8 1
7'1" 12 10' 11 '7"8 18'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl U# Loc R /U 1 Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 I 999 240 B 1527 /868 1- I- I- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.200 I 999 223 E 1527 /904 I- I- I- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.086 G - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:23.69 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.685 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.198 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 37 -24 D-E 1646 -2713
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1572-2716 E-F 37 -24
Lumber Additional Notes C-D 1429-2392
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: 3 10-7' Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 B-I 2352-1354 H-G 2373 -1358
Lumber value set"13B"uses design values I-H 2373-1358 G-E 2350 -1419
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 509 -213 G-D 521 -218
TC-From 28 plf at 7.00 to 28 plf at 11.92 C-G 408 -90
TC-From 56 plf at 11.92 to 56 plf at 20.29
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 11.85
BC-From 10 plf at 11.85 to 10 plf at 18.92
BC-From 4 plf at 18.92 to 4 plf at 20.29
TC- 242 lb Conc.Load at 7.01,11.92
TC- 171 lb Conc.Load at 9.06,9.85
BC- 393 lb Conc.Load at 7.01,11.92
BC- 98 lb Conc.Load at 9.06,9.85
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Stan(ft) End(ft)
TC 24 -1.38 20.29
BC 56 0.15 18.77
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:
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17204/T90/MONO
Custom Qty: 12 FROM: DRW:
T20 Wgt:33.6 lbs ... / ... 08/21/15
1112X4
• T
3.5 p •
-"co
CV
2X4(A1)B
4? A 11'1"2
D
1112 4
5"8 8'
1.4..8 8'5"8 '•1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 381 /109 /209 /- /98 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 246 /92 /125 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.030 D - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/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: 0.761 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.305 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 23 0 B-C 11 -106
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#2 B-D 43 -26
Bot chord 2x4 SP#2
Webs 2x4 SP#3
Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC
C-D 173 -187
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 -1.37 8.46
BC 96 0.46 8.46
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
Additional Notes
The overall height of this truss excluding overhang is
2-9-12.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEQN:17322/T75/HIPM '
Custom Qty: 1 FROM: DRW:
T22 Wgt:112.0 lbs ... / ... 08/21/15
8'9"8 I 16'10"8 18'9"8 I 24'11"8
8'9"8 8'1" 1'11" 62"
3--4X10 112 4 E 4 T3 114X5119]
3.5 v r. 111 i T T
•(a) (a) 'n
o- v.
- iv
°4X4(112)6 iv if
i
z A -i 11 - ■ 1 1 01112
1112X4 •3 4 •4X8[13]
J I H iii2X4[21]G
1'4"8 8'11"4 3'0"12 4'11" 8'0"8
A
1 8'11"4 I 12' I 1611" 1 24'1118 •
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 Cc:NA VERT(LL): 0.150 J 999 297 B 894 /283 /428 /- /102 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 J 999 297 G 798 /264 /321 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.057 G - - B 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 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.971 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.799 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 23 0 D-E 773 -1797
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 816-1971 E-F 773 -1797
Lumber Additional Notes C-D 773-1797
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2:T3 2x4 SP M-30: 2-10-15. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-J 1838 -829 I-H 1844 -827
Lumber value set"13B"uses design values J-I 1844 -827 H-G 29 -13
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
member. C-J 257 0 H-F 1859 -799
C-H 309 -380 F-G 374 -760
Plate Shift Table H-D 290 -481
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[13] 4X8 2.75 R 1.25 [19) 4X5 1.50 R 1.75
(211 2X4 S 2.75
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 -1.37 24.96
BC 86 0.15 24.96
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.
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 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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17206/T74/HIPM
custom Qty: 1 FROM: DRW:
T24 Wgt:33.6 lbs ... / ... 08/21/15
I- 7' 8,5"8
7' 1,5„8 '�
111 X5 @ f4X4
12
3.5 p-
ow
o
....
kr h
<V UD
2X4(A1)B i`+
T (�
4'2 A I 1_011'1"2
• 1112X4 ll5XS
5"8
F. 1- 8' 1
I-1'4"8 T1"12 1'3"12
7'1"12 I 8,5"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Lac R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL): 0.184 F 521 240 B 478 /166 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.349 F 275 180 E 684 /212 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.120 C - - B 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: 0.605 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.741
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.494 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 23 -10 C-D 33 -113 I
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 71 -185
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 M-30:T2 2x4 SP#2: 2-4-10. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30 B-F 122 -42 F-E 113 -33
Webs 2x4 SP#3
Lumber value set"138"uses design values
Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads C-F 131 -131 D-E 68 -252
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 55 plf at -1.38 to 55 plf at 7.00
TC-From 55 plf at 7.00 to 55 plf at 8.46
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 8.46
TC- 208 lb Conc.Load at 7.01
BC- 327 lb Conc.Load at 7.01
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 -1.38 8.46
BC 96 0.46 8.46
Apply pudins 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.
Left cantilever is exposed to wind
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A
Michael G Kozlowski Jeffrey P Ameson Derek B Murray MEEIZEIKEEI
PE No 60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17210/T80/HIPS
Custom Qty: 1 FROM: DRW:
T26 Wgt:162.4 lbs / ... 08/21/15
-
57"12 I 11' I- 17212 19'3" 23'3'12 29'3" 325"
5'7"12 5'4"4 6'2"12 ( 2'0"4 4'0"12 I 5'11"4 [- 3'2" [
05X5 =3X8 a3Xg 1121(4 m$X5
3.5 v u E rF tug n
T �3X4C T T
6,-
.
_ o
1 :. 1 � 11'1"2
12X4 a 3X; U M 4 51 8 =3 X8[24] 1
a°^8
114X5 31]
1'4"3 5'6" 5'7"12 10 5212 3'2"4 2'11"12 9'0"4
1 5'6" {- 11'1'•12 I12' 17'2"12 I 20'5'. I 1
23.4.,12 325"
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 Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.268 M 999 387 B 1134 /363 /543 /- /92 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.513 M 754 387 J 1040 /338 /408 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.135 J - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code I 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: 0.516 Bearings B&J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.550 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.24 ft FT/R7':30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 23 0 E-F 966 -2157
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1212-2931 F-G 966 -2157
Lumber C-D 1074-2472 G-H 966 -2157
Value Set:13B(Effective 6/1/2013) D-E 1069-2354 H-I 28 38
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply Ibs
Bot chord 2x4 SP#2 Y( )
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-P 2775-1207 M-L 2607 -1117
approved 1/30/2013 by ALSC P-O 2775-1211 L-K 2607 -1117
O-N 2607-1117 K-J 893 -416
Plate Shift Table N-M 2607-1117
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs)
[24] 3X8 3.25 R 1.25 [31] 4X5 S 3.00 Webs Tens.Comp. Webs Tens. Comp.
Purlins P-C 131 0 E-K 227 -512
In lieu of structural panels or rigid ceiling use purtins C-O 201 -494 G-K 224 -376
to laterally brace chords as follows: D-O 377 -81 K-H 1443 -574
Chord Spacing(in oc) Start(ft) End(ft) O-E 146 -479 H-J 598 -1263
TC 24 -1.38 32.42 E-M 148 0 I-J 74 -93
BC 73 0.15 32.42
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.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-6-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include 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
ep7;\,
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17207/T93/HIPS
Custom Qty: 1 FROM: DRW:
T28 Wgt:162.4 lbs ... / ... 08/21/15
8'2"7'2" I 15' ( 201"8 I 25'3" + 32'3"
I
87 6'9'5 5'1"8 5'1"8 T
sr mix4 814X5
T 12
3.s
�SX7 /N4:4
T- T m.i o
:A r�A2)g ��11 N
112 4 =3X8 =3XK '161� � 8 4X8(21) l 11'1"2
M L 184X5[28]
1'413 8711 I 35"5 I 3112 I 5'1"4 4'10"4 f 7112 1
8211 12' 15112 20'3" 251"4 32'3"
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 LMt Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.216 C 999 385 B 1129 /214 /552 /- /100 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 C 930 385 H 1035 1226 /415 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.109 H - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/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: 0.939 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.825 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.22 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 23 0 D-E 884 -1905
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1120-2797 E-F 645 -1352
Lumber C-D 882-2031 F-G 636 -1456
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4SP#3 B-M 2633-1105 K-J 1767 -757
Lumber value set"13B"uses design values M-L 2630-1107 J-I 1767 -757
approved 1/30/2013 by ALSC L-K 2630-1107 I-H 25 -15
Plate Shift Table
Maximum Web Forces Per Ply(Ibs)
JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp.
No Size Shift Bite No Size Shift Bite
[16)6] 4X5 S 3.00 [21] 4X8 S 1.25 M-C 205 0 E-I 269 -556
C-K 332 -814 I-F 179 -42
D-K 303 -40 I-G 1398 -573
Purlins K-E 332 -56 G-H 477 -1007
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 -1.38 32.25
BC 99 0.15 32.25
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.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-8-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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
epwE;
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1488OCEANBLVD Ply:1 SEQN:17211/T91/HIPS
Custom Qty: 1 FROM: DRW:
T30 Wgt:172.2 lbs ... / ... 08/21/15
8'2"7 I 13'9'2 I 19 I 21'3" I 26'9'3 ' 373" I
877 5'6"11 5'714 2'3" 5'6"3 5'5'13
NgX5 44X5
T
12 t T
3.5 p §3X4D 0w3X4[26]
0
sSX7� ( ) H it, N
Tt a I
St
=_4X5(A2)B _ - iv zo
A � . 1 I 11.1.2
` II2X4 = •8 33X4 =3X: =3X8 v3X4 1
0 N M L K J I
la 4X4[30]
11'4-81 8711 I 375 5 11'5"1 Q 5.8"2 11.1"1 5.4"8 I 6,7.8 1
8711 12' 13'5"1 151"12 2C3' 25'7'8 373"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria A 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): 0.197 M 999 385 B 1129 /220 1 554 I- /123 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 M 999 385 I 1035 /179 /414 /- I- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.121 I - - B 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: 0.524 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.642 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.22 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-13 23 0 E-F 696 -1450
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1043-2784 F-G 628 -1371
Lumber Additional Notes C-D 888-2176 G-H 49 49
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 692-1547
Top chord 2x4 SP#2:T1 2x4 SP M-30: 5-10-10.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-0 2618-1030 L-K 1346 -520
approved 1/30/2013 by ALSC 0-N 2615-1031 K-J 1346 -520
N-M 2615-1031 J-I 1221 -492
Bracing M-L 2027 -808
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord 0-C 204 0 L-F 295 -124
No Size Shift Bite No Size Shift Bite C-M 242 -667 F-J 76 -135
[26] 3X4 2.25 R 1.25 [30] 4X4 1.25 R 2.75 M-O 339 -75 J-G 255 -16
D-L 306 -727 G-I 601 -1493
Purlins E-L 239 -82 H-I 104 -126
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 -1.38 32.25
BC 106 0.15 32.25
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.
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 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 epPE;\,
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17221/T57/HIPM '
Custom Qty: 2 FROM: DRW:
T32 Wgt:95.2 lbs ... / ... 08/21/15
7' I 13'8" I 20'4" I
7' 6'8" 6'8"
12
°C8 III2DX4 T2 =6X6(15]
4p C T.2 T
fV
a3X8(B1)B
4413 A i .0 11 1 L.L 1 11'1"2
c'- 1114 =H0310 =4X1110[14] 1II4X5f18]
I 1'4"8 1 7'1"12 I 2'10"4 I 3'9"4 I 6'6"12
7'1"12 10' 13'9"4 20'4"
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 CI:NA CAT:NA PP Deflection in Ioc Lldefl L!# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.196 I 999 242 B 1486 /479 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.373 I 649 242 F 1634 /516 I- I- I- 1-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.074 F - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:15.00 ft Code I 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: 0.950 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.926 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 26 -12 C-D 1066 -3379
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1120-3566 D-E 1065 -3379
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:T2 2x4 SP M-30: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.37 20.33 B-I 3323 -1035 H-G 3352 -1035
Webs 2x4 SP#3:W4 2x4 SP#2: BC 83 0.15 20.33 I-H 3352 -1035 G-F 43 -14
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)
Special Loads Wind Webs Tens.Comp. Webs Tens. Comp.
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. C-I 487 -11 G-E 3553 -1120
TC-From 55 plf at -1.37 to 55 plf at 7.00 C-G 28 -32 E-F 529 -1498
TC-From 27 plf at 7.00 to 27 plf at 20.33 Right end vertical not exposed to wind pressure. D-G 439 -832
BC-From 4 plf at -1.37 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 20.33
TC- 224 lb Conc.Load at 7.01
TC- 162 lb Conc.Load at 9.06,11.06,13.06,15.06
17.06,19.06
BC- 384 lb Conc.Load at 7.01
BC- 95 lb Conc.Load at 9.06,11.06,13.06,15.06
17.06,19.06
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[14) 4X10 4.50 R 1.25 [15) 6X6 2.25 R 2.00
[18) 4X5 S 3.00
Hangers/Ties
(J)Hanger Support Required,by others
Additional Notes
The overall height of this truss excluding overhang is
2-8-13.
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.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17225/159/HIPM
'Custom Qty: 2 FROM: DRW:
T34 Wgt:103.6 lbs ... / ... 08/21/15
5'7"12 I 11' I 15'8" I 20'4"
5'7"12 5'4"4 4'8" 4'8"
E 3X4
D=4X4 E it 2X4 F
12 7 w 0 T
4 °
-0 3X4 C co
i •o lb
iN
O �
=3X4(A1)B
42,2 A U I I( 1 1 l m 11'1"2
BI2X4= 3X4 3X8 °-4X418)
I 1'4"8 5'6" I 4'6" 1'1"12 9'2"4
5'6" 10' 11 I
1'1"1P 20'4"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.P1 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): 0.066 C 999 242 B 748 1226 /400 I- /143 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.127 C 999 242 G 650 /222 /284 I- I- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.039 G - - B 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.304 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.543 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 26 0 D-E 636 -900
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 877-1452 E-F 0 -15
Lumber C-D 611 -995
Value Set:13B(Effective 61112013) 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 B-J 1335 -993 I-H 1334 -995
Lumber value set"13B"uses design values J-1 1334 -995 H-G 631 -438
approved 1/30/2013 by ALSC
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite J-C 112 0 H-E 356 -258
[18) 4X4 S 2.75 C-H 377 -485 E-G 564 -801
D-H 142 0 F-G 79 -106
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 -1.37 20.33
BC 101 0.15 20.33
Apply puriins 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.
Additional Notes
The overall height of this truss excluding overhang is
4-0-13.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1$88OCEANBLVD Ply:1 SEQN:172291 T61/HIPM
Custom Qty: 1 FROM: DRW:
T36 Wgt:103.6 lbs ... I ... 08/21/15
• 81" 15' 20'4"
I 8'1" I 6,11" I 5'4" I
114X5 =3X3617]
D E
12
4 p
�SX;� o V)
3X4(11)B
4'13 A.00111111 2 >• 0 rh11'1"2
II II .a4 H X4 =G8 1112X4618 F -
1'418 8'1"5 1'10"11 5'1"12 5'2"4
A 8'1"5 + I I 151"12 I 20'4" •
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.061 I 999 242 B 748 /110 1412 /- /132 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 I 999 242 F 650 /167 /314 1- /- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.032 G - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I 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: 0.697 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.702
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.801 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 26 0 C-D 225 -619
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 427 -1338 D-E 251 -523
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 B-I 1209 -542 H-G 1206 -543
Webs2x4SP#3 I-H 1206 -543 G-F 0 0
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord I-C 235 0 G-E 733 -352
No Size Shift Bite No Size Shift Bite C-G 311 -734 E-F 326 -630
[17] 3X3 1.25 R 1.50 [18] 2X4 S 2.50 D-G 170 -221
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 -1.37 20.33
BC 120 0.15 20.33
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
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
5-4-13.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457 IIIIMEIMEMEI
1;?88OCEANBLVD Ply:1 SEAN:17233/T42/HIPM
Custom Qty: 1 FROM: DRW:
T38 Wgt:107.8 lbs / ... 08/21/15
' 8'1" 13'6"11 19' 204"
8'1" I 5'S"10 I 5'S"5 I 1'4"
-=5X7
E F
Ils1 — —
s 3X4 D
12
4 -
ol
0 5X5C in
�0 m i.
--3X4(A1)B
(hiTY2
rys P` _ -6X m3X4 II G 4 1
I14eA 10 I 9' 1204"1
10
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.228 H 999 242 B 748 /101 /415 /- /165 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.437 H 554 242 G 650 /140 /352 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(LL):0.119 E - - B 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.956 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.659
Sparing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.875 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 26 0 D-E 13 -84
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 357-1340 E-F 1 0
C-D 317-1114
Lumber
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:T2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30
Webs 2x4 SP#3 B-1 1209 -522 H-G 0 0
Lumber value set"13B"uses design values I-H 659 -300
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use puffins
to laterally brace chords as follows: C-I 199 -340 E-H 292 -23
Chord Spacing(in oc) Start(ft) End(ft) I-D 588 -182 F-G 134 -326
TC 24 -1.37 20.33 D-H 392 -860
BC 120 0.15 20.33
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.
Additional Notes
The overall height of this truss excluding overhang is
6-8-13.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray litEMEIMI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17198/T10/VAL
Custom Qty: 3 FROM: DRW:
V01 Wgt:30.8 lbs ... / ... 08/21/15
4'8"2 9'4"4
4'8"2 I 4'8"2
12 B=4X4
rn
v
N =3X4(D1 =3X44(D1)
A wi 0 IN \ 0 23'4"3
p1112 4
I— 9'A"4 I
4'8"2 4'8"2 ,I
I 4'8"2 I 9'4"4
•Maximum Reactions Ibs,or'=PLF
Loading Criteria(pst) Wind Criteria Snow Criteria(f 9.P1 in PSF) Defl/CSI Criteria ( )
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 D 999 240 A' 65 /261 /227 /- 151 /112
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.011 D - - Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:24.69 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.311 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.228 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.158 A-B 243 -279 B-C 243 -279
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 350 -178 D-C 350 -178
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Webs Tens.Comp.
Webs 2x4 SP#3
Lumber value set"13B"uses design values B-D 531 -374
approved 1/30/2013 by ALSC
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 0.15 9.21
BC 75 0.00 9.35
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
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is
2-4-9.
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 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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17204 1 T41/VAL '
Custom Qty: 1 FROM: DRW:
V03 Wgt:23.8 lbs ... / ... 08/21/15
3'4„ I 6'8"1 "�
3'4" 3,4„
12
6 V B=4X4
T
so
°3X4(D1) =3X4(D1)
1 A . L in c
� � � �25'2"12
6W1 1112X4
I
3'4" I 3'4„
3'4" 6'8"1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(in PSF) Deft/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# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pt NA Cc:NA VERT(LL): 0.004 D 999 240 A. 64 /77 /155 /- /34 /80.1
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.004 D - - Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:26.24 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.114 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.067 A-B 125 -83 B-C 125 -83
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 131 -85 D-C 131 -85
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Webs Tens.Comp.2x4 SP#3 p
Lumber value set"13B"uses design values B-D 225 -217
approved 1/30/2013 by ALSC
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 -1.01 5.37
BC 75 -1.15 5.52
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
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is •
1-8-8.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17208/T16/VAL
Custom Qty: 1 FROM: DRW:
V05 Wgt:37.8 lbs ... / ... 08/21/15
5'3" 10'6"
F 5'3" I 5,3"
12 B=4X4
T 6
00
°3 4(D1 - 3X4(D1)
.408 cri 24'4"3
IIID 2X4
�- 10'6" -{
5'3" I 5'3"
53" 10'6"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeIUCSI 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# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 D 999 240 A' 65 /134 /258 /- /58 /126
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.040 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.016 D - - Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:25.84 ft Code/Mist Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.332 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.274 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.109 A-B 304 -211 B-C 304 -211
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 254 -228 D-C 254 -228
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Webs Tens.Comp.
Lumber value set"13B"uses design values B-D 367 -450
approved 1/30/2013 by ALSC
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 -0.39 9.81
BC 75 -0.54 9.96
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
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is
2-8-0.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457