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610 TIMBER BRIDGE LN -TRUSS DWGS Riverside Homes Site Information _, _ J Atlantic Beach Country Club 168 Duval a Structural Engineer of Record _ _ Derek B.Murray PE No.71457 ifikIFP 141FI/E ( 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 TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 91 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 ABCC168 F01 6/4/2015 31 ABCC168 J01 6/4/2015 61 ABCC168 106 6/4/2015 2 ABCC168 F02 6/4/2015 32 ABCC168 J02 6/4/2015 62 ABCC168 T07 6/4/2015 3 ABCC168 F03 6/4/2015 33 ABCC168 J03 6/4/2015 63 ABCC168 108 6/4/2015 4 ABCC168 FO3A 6/4/2015 34 ABCC168 J05 6/4/2015 64 ABCC168 109 6/4/2015 5 ABCC168 F04 6/4/2015 35 ABCC168 J06 6/4/2015 65 ABCC168 T10 6/4/2015 6 ABCC168 F05 6/4/2015 36 ABCC168 J07 6/4/2015 66 ABCC168 T11 6/4/2015 7 ABCC168 F06 6/4/2015 37 ABCC168 J08 6/4/2015 67 ABCC168 T12 6/4/2015 8 ABCC168 F07 6/4/2015 38 ABCC168 J09 6/4/2015 68 ABCC168 113 6/4/2015 9 ABCC168 F08 6/4/2015 39 ABCC168 J10 6/4/2015 69 ABCC168 T14 6/4/2015 10 ABCC168 F09 6/4/2015 40 ABCC168 J10A 6/4/2015 70 ABCC168 115 6/4/2015 11 ABCC168 F10 6/4/2015 41 ABCC168 J10T 6/4/2015 71 ABCC168 116 6/4/2015 12 ABCC168 FG01 6/4/2015 42 ABCC168 J11T 6/4/2015 72 ABCC168 T17 6/4/2015 13 ABCC168 FG02 6/4/2015 43 ABCC168 J12 6/4/2015 73 ABCC168 118 6/4/2015 14 ABCC168 FG03 6/4/2015 44 ABCC168 J13 6/4/2015 74 ABCC168 119 6/4/2015 15 ABCC168 FG04 6/4/2015 45 ABCC168 J14 6/4/2015 75 ABCC168 T20 6/4/2015 16 ABCC168 FG05 6/4/2015 46 ABCC168 J15 6/4/2015 76 ABCC168 T21 6/4/2015 17 ABCC168 FG06 6/4/2015 47 ABCC168 J16 I 6/4/2015 77 ABCC168 T22 6/4/2015 18 ABCC168 FGE01 6/4/2015 48 ABCC168 J17 6/4/2015 78 ABCC168 T22A 6/4/2015 19 ABCC168 FGE02 6/4/2015 49 ABCC168 J18 6/4/2015 79 ABCC168 123 6/4/2015 20 ABCC168 FGE03 6/4/2015 50 ABCC168 J19 6/4/2015 80 ABCC168 T24 6/4/2015 21 ABCC168 FS1 6/4/2015 51 ABCC168 J20 6/4/2015 81 ABCC168 T25 6/4/2015 • 22 ABCC168 FS2 6/4/2015 52 ABCC168 J21 I 6/4/2015 82 ABCC168 T26 6/4/2015 • 23 ABCC168 FS3 6/4/2015 53 ABCC168 PB01 6/4/2015 83 ABCC168 T27 6/4/2015 24 ABCC168 HJ01 6/4/2015 54 ABCC168 PB02 6/4/2015 84 ABCC168 T28 6/4/2015 25 ABCC168 HJ02 6/4/2015 55 ABCC168 P803 6/4/2015 85 ABCC168 T29 6/4/2015 26 ABCC168 HJO3 6/4/2015 56 ABCC168 T01 1 6/4/2015 86 ABCC168 T30 6/4/2015 27 ABCC168 HJO4 6/4/2015 57 ABCC168 T02 I 6/4/2015 87 ABCC168 AIL T31. 6/4/2015 28 ABCC168 HJO5 6/4/2015 58 ABCC168 103 ; 6/4/2015 88 ABCC168 r 32 6/4/2015 29 ABCC168 HJO6 6/4/2015 59 ABCC168 T04 6/4/2015 89 r air. „ !C 6/4/2015 30 ABCC168 HJ07 6/4/2015 60 ABCC168 T05 6/4/2015 90 :y `: •,6/4/2015 Ili ♦:.•\\I 6..•,..1. '• r.- Apex Technology No '457 ' * Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547. 74 * Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 :.-0 • •-ft The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed . a • STA • :4/ and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSl/0I • .• • : 2002 Section 2 '�j •• ,Q Q'• . ,� With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61Gigj A••,0 . •. • 31.003 of the Florida Board of Professional Engineers ''.,S�O N A ,' ��` I ■ Job#ABCC168 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 15'01"00 FG01 FLAT 0.00/12 Pitch 2-Ply 1 2202.17 0.00 2 2202.17 0.00 1 27'00"08 FG02 FLAT 0.00/12 Pitch 3-Ply 1 12903.56 0.00 2 13674.28 0.00 1 0811"08 FG03 FLAT 0.00/12 Pitch 2-Ply 1 2600.53 0.00 2 3547.47 0.00 1 09'01"08 FG04 FLAT 0.00/12 Pitch 2-Ply 1 3067.78 0.00 2 2970.35 0.00 1 13'04"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 3337.79 0.00 2 3121.15 0.00 1 07'06"00 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2327.29 0.00 2 2168.51 0.00 2 0611"06 HJ01 HIP_JACK 3.18/12 Pitch 1 -Ply 1 155.81 69.00 2 126.30 55.00 3 33.70 19.00 2 09'09"05 HJO2 HIP_JACK 3.18/12 Pitch 1 -Ply 1 298.67 151.00 2 240.19 103.00 3 138.89 108.00 2 09'09"05 HJO3 HIP_JACK 3.18/12 Pitch 1 -Ply 1 267.50 159.00 2 234.88 104.00 3 138.73 108.00 2 04'01"07 HJO4 HIP_JACK 3.18/12 Pitch 1 -Ply 1 91.84 13.00 2 57.70 6.00 3 35.08 0.00 1 09'09"05 HJO5 HIP_JACK 3.18/12 Pitch 1 -Ply 1 295.85 100.00 2 431.76 158.00 3 -36.05 0.00 1 09'09"05 HJO6 HIP_JACK 3.18/12 Pitch 1 -Ply 1 287.94 113.00 2 237.79 76.00 3 139.40 91.00 3 09'09"05 HJO7 HIP_JACK 3.18/12 Pitch 1 -Ply 1 298.67 120.00 2 240.18 88.00 1 3 138.89 105.00 8 01'00"00 J01 JACK 4.50/12 Pitch 1 -Ply 1 32.48 6.00 2 13.81 0.00 3 27.67 25.00 8 03'00"00 J02 JACK 4.50/12 Pitch 1 -Ply 1 97.83 22.00 2 49.93 25.00 3 49.21 38.00 15 05'00"00 J03 JACK 4.50/12 Pitch 1 -Ply 1 164.21 31.00 2 72.49 22.00 3 106.21 95.00 4 01'00"00 J05 JACK 4.50/12 Pitch 1 -Ply 1 53.76 7.00 2 9.92 3.00 3 19.63 25.00 4 03'00"00 J06 JACK 4.50/12 Pitch 1 -Ply 1 97.83 20.00 2 49.92 25.00 3 49.22 38.00 4 05'00"00 J07 JACK 4.50/12 Pitch 1 -Ply 1 164.21 30.00 2 72.50 22.00 Page 1 of 5 Job#ABCC168 BEARING INFORMATION QTY SPAN DESCRIPTION I BRG# REACTION UPLIFT 1 10'05"04 PB02 SPEC 8.00/12 Pitch 1 -Ply 1 83.81 98.00 2 726.68 163.00 3 -69.59 59.00 5 10'05"04 PB03 SPEC 8.00/12 Pitch 1-Ply 1 123.87 146.00 2 894.66 252.00 3 123.67 93.00 1 25'07"00 T01 HIPM 8.00/12 Pitch 1 -Ply 1 2029.67 1248.00 2 1989.55 1248.00 1 25'07"00 T02 HIPM 0.00/12 Pitch 1 -Ply 1 944.15 370.00 2 969.67 454.00 1 25'07"00 T03 HIPS 8.00/12 Pitch 1 -Ply 1 926.36 213.00 2 1027.46 335.00 1 25'07"00 T04 COMN 8.00/12 Pitch 1 -Ply 1 937.34 228.00 2 937.32 229.00 4 25'07"00 T05 SPEC 4.50/12 Pitch 1 -Ply 1 847.22 234.00 2 856.40 230.00 4 25'07"00 106 SPEC 4.50/12 Pitch 1 -Ply 1 851.29 234.00 2 851.29 234.00 1 25'07"00 T07 SPEC 4.50/12 Pitch 1 -Ply 1 847.94 239.00 2 847.94 239.00 1 25'07"00 T08 SPEC 4.50/12 Pitch 1 -Ply 1 897.10 411.00 II 2 881.27 411.00 I 25'07"00 T09 SPEC 4.50/12 Pitch 1 -Ply 1 1941.90 1132.00 2 1941.90 1132.00 1 14'11"00 T10 SPEC 4.50/12 Pitch 1-Ply 1 927.84 502.00 2 927.87 502.00 1 14'11"00 T11 SPEC 4.50/12 Pitch 2-Ply 1 2266.26 1127.00 2 3513.48 1430.00 1 22'05"00 T12 SPEC 4.50/12 Pitch 2-Ply 1 4184.68 1934.00 2 5517.85 2009.00 1 22'05"00 T13 SPEC 4.50/12 Pitch 1 -Ply 1 1754.93 1020.00 2 1754.93 1020.00 1 11'10"00 T14 SPEC 4.50/12 Pitch 1-Ply 1 582.77 184.00 2 582.77 184.00 1 11'10"00 T15 SPEC 4.50/12 Pitch 1 -Ply 1 867.66 163.00 2 1049.59 155.00 1 44'06"00 T16 SPEC 4.50/12 Pitch 2-Ply 1 1818.96 707.00 2 5236.81 2022.00 3 223.76 62.00 1 44'06"00 T17 SPEC 4.50/12 Pitch 1 -Ply 1 954.91 270.00 2 1830.62 513.00 3 357.19 117.00 1 44'06"00 T18 SPEC 4.50/12 Pitch 1 -Ply 1 210.27 51.00 2 1257.50 334.00 3 1588.22 396.00 4 315.86 112.00 1 44'06"00 T19 SPEC 4.50/12 Pitch 1 -Ply 1 273.98 75.00 2 1078.88 209.00 3 1813.78 253.00 4 266.27 55.00 1 44'06"00 T20 SPEC 4.50/12 Pitch 1 -Ply 1 1000.13 140.00 Page 3 of 5 Job#ABCC168 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4 08'04"00 F05 SY42 0.00/12 Pitch 1-Ply 1 459.72 0.00 2 444.45 0.00 2 03'09"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 194.66 0.00 2 210.10 0.00 1 04'01"00 F07 SY42 0.00/12 Pitch 1-Ply 1 212.26 0.00 2 212.08 0.00 3 07'04"08 F08 SY42 0.00/12 Pitch 1 -Ply 1 407.03 0.00 2 391.72 0.00 7 17'10"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 984.44 0.00 2 969.31 0.00 7 17'07"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 969.37 0.00 2 969.37 0.00 1 15'06"08 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 70.51 0.00 2 1614.08 0.00 1 11'10"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1281.25 0.00 1 02'05"00 FGE03 SY42GABL 0.00/12 Pitch 1-Ply 1 240.83 0.00 1 01'01"00 FS1 SY42 0.00/12 Pitch 1 -Ply 1 69.33 23.00 2 00'08"00 FS2 SY42 0.00/12 Pitch 1-Ply 1 42.67 14.00 4 01'08"00 FS3 SY42 0.00/12 Pitch 1 -Ply 1 106.67 35.00 Total of Trusses 252 Maximun Height 11'05"11 1 Page 5 of 5 I=> _— Zx / 9' 8"- 12' 0" -i /�– T ,3m pi D" n ■■ �� G) G) in` z D∎ CO CO r z 4 3"TYP m m m� c0 3'8"-9' 7" H -1 y =N c 0:11 C /cam N y W WI II C!) 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D o0 O I Tl D it • o z „ -I m < • ° m o o � z _ Z zoWA m G7 - mEy < O m 0 Cr DC� � m \ 0 n -1 = m -I —I ._ 0 Z 13 • 0 p - � o o _ t,W m D c _N O 0 U) - m O X (/) a ABCC168 Ply:1 SEAN:17260!T85/SY42 HamptonB Custom Qty: 3 FROM: DRW: F02 Wgt:85.4 lbs ... / ... 06/04/15 8 i- 1'8,8 � 54'8 -{ I-2,6"-i (TYP) 1111(3 = CS III 8(3 = )(3 III LX3 =1)(5 111e3 Tse N-- . - ,_H io- .A I h I �.� 10"1"2 II)=3X8 1111X3 =3X4 3X8 L K J I3X A 15'1" i Loading Criteria(est) 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 Cc:NA VERT(LL): 0.181 D 966 360 M 817 /_ /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.320 D 547 240 I 817 /_ /_ /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 B - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.465 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.652 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.397 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 D-E 0 -1820 I:NA GCpi:NA Plate Type(s): B-C 0-1777 E-F 0 -1807 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1777 F-G 1 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 M-L 1102 0 K-J 1820 0 Webs4x2SP#3 L-K 1824 0 J-I 1107 0 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 N-M 0 -10 D-K 28 -141 to laterally brace chords as follows: A-M 0 -107 E-J 0 -315 Chord Spacing(in oc) Start(ft) End(ft) M-B 0 -1295 J-F 833 0 TC 24 0.12 14.71 B-L 787 0 F-I 0 -1302 BC 120 0.12 14.71 C-L 0 -320 G-I 0 -110 Apply puffins to any chords above or below fillers L-D 157 -331 I-H 0 -11 at 24"OC unless shown otherwise above. 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. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 EUMMEnati PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:172641 794/SY42 HamptonB Custom Qty: 1 FROM: DRW: F03A Wgt:86.8 lbs ... / ... 06/04/15 2'10"8 3'9"41I 9'1"12 9'11" 13'9" F 2'10"8 110"1Z 5'4"8 19„4 I 3,10” I--2'6"--i I -I (TYP) 3X3 A =l3 =l3 D = X3 F G °3A3 T ye ReL_ - I io Q = N/ -/ - - / -- K 1112X4 10.1-2 3X4 P 0 3X4 M L =3X4 5" 12' f l-1'--I 1- 13'9" 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.002 D 999 360 Q 150 I- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.003 D 999 240 Q. 89 I_ /- /- /- /144 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 K - - K 275 /- I- I- /- /3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 K - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.424 K Min Brg Width Req= 1.5 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.109 Bearings 0,0,&K Fcperp=565psi. Load Duration:1.00 P Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.065 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:15.01.00.0226.12 A-B 1 0 E-F 10 -32 Lumber Additional Notes B-C 0 -27 F-G 26 -18 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 8 -3 G-H 26 18 Top chord 4x2 SP#2 recommendations. D-E 8 -3 Bot chord 4x2 SP#2 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. Camp. Lumber value set"136"uses design values 1-8-0. approved 1/30/2013 by ALSC Q-P 35 0 M-L 32 -10 P-O 27 0 L-K 40 -9 Plating Notes O-N 32 0 K-J 0 0 All plates are 1X3 except as noted. N-M 38 -9 Purlins 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) R-Q 0 -10 E-M 0 -143 TC 24 0.12 13.50 A-Q 0 -109 L-F 0 -174 BC 120 0.12 13.63 Q-B 0 -41 F-K 0 -37 Apply purlins to any chords above or below fillers B-P 0 -200 G-K 0 -225 at 24"OC unless shown otherwise above. O-C 0 -139 K-H 34 -47 End Vertical Attachment C-N 0 39 H-J 3 0 D-N 0 -280 I-J 1 0 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or N-E 0 41 (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 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,EICEEMEMIZI PE No.60839 PE No.58544 PE No 71457 ABCC168 Ply:1 SEQN:17306/T81/SY42 HamptonB Custom Qty:4 FROM: DRW: F05 Wgt:51.8 lbs ... / ... 06/04/15 I 5.4"8 8'4" 5'4"8 'b 2'9" I--Z6" 'I (TYP) 3X3 111 1 1X3 =36X3 111 1 3p 1111X 3 io 1 10'1"2 =3X3 =3X3 4) 1 H G F =4X4 1111X3 r 8'4„ 1 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.030 H 999 360 I 460 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.047 H 999 240 F 444 /- /- /- I. /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - I 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 I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.503 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.419 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.189 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -569 I:NA GCpi:NA Plate Type(s): B-C 0 -569 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 527 0 G-F 569 0 Bot chord 4x2 SP#2 H-G 569 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. Purlins J-I 0 -10 H-C 110 0 In lieu of structural panels or rigid ceiling use purtins A-I 0 -102 G-D 15 -5 to laterally brace chords as follows: I-B 0 -620 D-F 0 -659 Chord Spacing(in oc) Start(ft) End(ft) B-H 97 0 E-F 0 -102 TC 24 0.12 8.21 BC 97 0.12 8.21 Apply purtins 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. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 ABCC168 Ply:1 SEQN:172721 T80/SY42 HamptonB Custom Qty: 1 FROM: DRW: F07 Wgt:30.8 lbs ... / ... 06/04/15 F 2'10"8 I 3'10" lA' 2'10"8 11"8 1"—76" —I IU1X3 -3X3 1111X3 A B C TI i p ao 1 II 10'1"2 ':G III F3 E.'=; =3 4 112 4 • 4,1" 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): 0.086 F 497 344 G 212 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.136 F 315 240 E 212 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.052 C - - G Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.083 C - - 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 2010 RES Max TC CSI: 0.663 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.660 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:12(0)/10(0) Mfg Specified Camber: A-B 1 0 B-C 1 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) G-F 5 -1 F-E 0 -1 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Maximum Web Forces Per Ply Ibs Webs 4x2 SP#3 y( ) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"136"uses design values approved 1/30/2013 by ALSC H-G 0 -12 B-F 10 -119 A-G 0 -145 C-E 0 -99 Purlins G-B 0 -6 E-D 0 -10 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 3.83 BC 43 0.25 3.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 ABCC168 Ply:1 SEON:17274/T79/SY42 HamptonB Custom Qty: 7 FROM: DRW: F09 Wgt:95.2 lbs ... / ... 06/04/15 I. 8' _I 10' , 17'10"8 'I 8' 2' 710"8 _2,6'--I (TYP) T 3� IIII(4 =3X8 1112X4 =3X3 =3X3 1112X4 =3X8 1112X4 io 1 E 10'1"2 =3X8 1112X4 1112X4 =3X8 =4X5 N M L K J 1 3X8 I 17'10"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def!CSI Criteria •Maximum Reactions fibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/// Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph N:NA Cc:NA VERT(LL): 0.214 K 987 360 N 984 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.377 E 561 281 I 969 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.063 B - - 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 2010 RES Max TC CSI: 0.441 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.662 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.519 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 E-F 0 -2341 I:NA GCpi:NA Plate Type(s): B-C 0-2306 F-G 0 -2341 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0-2306 G-H 0 0 Lumber Additional Notes D-E 0-2747 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 1372 0 K-J 2747 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 2747 0 J-I 1430 0 approved 1/30/2013 by ALSC 1-8-0. L-K 2747 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use puffins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: 1 Chord Spacing(in oc) Start(ft) End(ft) O-N 0 10 K-E 125 104 TC 24 0.12 17.75 A-N 0 -107 E-J 0 -688 BC 120 0.12 17.75 N-B 0-1613 F-J 5 -295 Apply purlins to any chords above or below fillers B-M 1090 0 J-G 1063 0 at 24"OC unless shown otherwise above. C-M 8 -294 G-I 0 -1658 Hangers/Ties M-D 0 -717 H-I 0 108 (J)Hanger Support Required,by others D-L 133 -96 (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.21"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. 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,V 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 ABCC168 Ply:2 SEQN:17278/T25/FLAT HamptonB Custom Qty: 1 FROM DRW: FG01 Wgt:179.2 lbs ... / ... 06/04/15 2'6"12 I 2 5'1"8 I 7'6"8 I 9,11"8 I 12,6"4 I 15,1" 2'6"12 2'6"12 2'5" 2'5" 2'6"12 2'6"12 =4X8 =5X5 1114X5 1112X4 1114X5 =5X5 =4X8 A B C D E F G _.. ili a...Lim . • i -w_ io 1 X i S 10'1"2 4X8 =�5 -6X8 =�X5 ee X8 Kim* I K 1113X4 2'2"12 2'7"4 2'8"8 2'8"8 2'7"4 2'2"12 j i 2'2"12 I 4'10" I 7'6"8 I 10'3" { 12'10"4 I 151" Loading Criteria lost) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.088 D 999 240 N 2202 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.251 D 721 180 H P402 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 A - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.058 A - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings N&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.509 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.578 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.504 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-1537 D-E 0 -3007 I:NA GCpi:NA Plate Type(s): B-C 0-2606 E-F 0 -2606 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-3007 F-G 0 -1537 Lumber Puffins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) N-M 10 0 K-J 2715 0 Webs 2x4 SP#3:W2,W12 2x4 SP#2: IC 24 0.00 15.08 M-L 1733 0 J-I 1733 0 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. L-K 2715 0 I-H 10 0 Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 9.00"o.c. A-N 0-1082 K-E 336 0 Bot Chord:1 Row @12.00"o.c. A-M 1785 0 E-J 0 -524 Webs :1 Row @ 4"o.c. M-B 0 -945 J-F 1021 0 Use equal spacing between rows and stagger nails B-L 1021 0 F-I 0 -945 in each row to avoid splitting. L-C 0 -524 I-G 1785 0 Special Loads C-K 336 0 G-H 0 -1082 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) D-K 0 -329 TC-From 282 pH at 0.00 to 282 plf at 15.08 BC-From 10 plf at 0.00 to 10 plf at 15.08 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 ABCC168 Ply:3 SEAN:17280/T63/FLAT HamptonB Custom Qty: 1 FROM: DRW: FG02 Wgt:1205.4 lbs. Page 2 of 2 ... / ... 06/04/15 W-AG 0 -100 O-AT 418 0 AG-V 669 0 AT-N 0 -316 AG-AH 515 0 AT-AU 584 0 V-AH 0 -187 N-AU 845 0 AH-U 221 0 AU-AV 1190 0 AH-Al 310 0 AU-M 85 0 U-Al 142 0 AV-G 2629 0 AI-AJ 27 -1 AV-AW 262 0 Al-T 426 0 M-AW 318 0 C-AJ 1352 0 G-I 0 -3881 AJ-AK 420 0 AW-L 0 -129 AJ-D 0 -836 AW-AX 525 0 T-AK 2 -3 L-AX 605 0 AK-S 317 0 AX-K 0 -427 AK-AL 185 0 AX-I 1067 0 S-AL 38 0 K-I 1003 0 AL-AM 173 0 I-H 0 -295 AL-R 26 -5 I-J 0 -4440 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 ABCC168 Ply:2 SEAN:17284 I T91/FLAT HamptonB Custom Qty: 1 FROM: DRW: FG04 Wgt:112.0 lbs / ... 06/04/15 2'4"4 4'6"12 6'9"4 9'1"8 I-- 4-4' 2'2"8 4' 2'2"8 2'4"4 A 6X8 11140X5 III 2X4 11140X5 =6X1 T 11 0o 2 - _______--------____:_'_------' . ______I 10'1"2 J M I=6X8 _G 1114X4 F 11,4X4 2,0,4 2'6"8 °6X8 2'6"8 6X8 2'0"4 2,0„4 I 4,6„12 I 7,1„4 I 9'1„8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph N:NA Ce:NA VERT(LL): 0.041 C 999 240 J 3068 I- 1- 1- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.091 C 999 180 F 2970 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 A - - J Min Brg Width Req= 1.8 Des Ld: 55.00 EXP:NA HORZ(TL): 0.024 A - - F Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.324 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.724 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.616 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber. A-B 0-1861 C-D 0 -2662 I:NA GCpi:NA Plate Type(s): B-C 0-2662 D-E 0 -1782 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 Lumber Purtins 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#2 to laterally brace chords as follows: J-I 10 0 H-G 2034 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) I-H 2126 0 G-F 10 0 Webs 2x4 SP#3:W2,W8 2x4 SP#2: TC 24 0.00 9.12 BC 109 0.00 9.12 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-J 0-1512 H-D 728 0 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-I 2184 0 D-G 0 -1145 Top Chord:1 Row @ 3.50"o.c. I-B 0-1203 G-E 2091 0 Bot Chord:1 Row @12.00"o.c. B-H 621 0 E-F 0 -1463 Webs :1 Row @ 4"o.c. C-H 0 -665 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 576 plf at 0.00 to 576 plf at 2.81 • TC-From 626 plf at 2.81 to 626 plf at 9.12 BC-From 5 plf at 0.00 to 5 plf at 2.81 BC-From 10 plf at 2.81 to 10 plf at 9.12 TC- 195 lb Conc.Load at 1.52,2.81 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 ABCC168 Ply:2 SEAN:173091 T89/FLAT HamptonB Custom Qty: 1 FROM: DRW: FG06 Wgt:92.4 Ibs / ... 06/04/15 2'5"7 4'1 0"13 7'6" H 2'5"7 I 2'5"7 I 2'7"3 - 4X8 III 2X4 4 B =4X8 C D T o °° w2 Tv I — Al\ (1) 10'1"2 1-41 G F E =6X10 =4X8 1113X4 113X4 2'5"7 I 29 7 I 2'3"3 2'5"7 52"13 7'6" 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 Cc:NA VERT(LL): 0.031 C 999 240 H 2327 /- I- I- l- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.049 C 999 180 E 2169 /- I- I- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 A - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.011 A - - E Min Brg Width Req= - 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 2010 RES Max TC CSI: 0.438 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.634 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.560 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1768 C-D 0 -1607 I:NA GCpi:NA Plate Type(s): B-C 0-1768 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 • 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#2 to laterally brace chords as follows: H-G 11 0 F-E 9 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 1811 0 Webs 2x4 SP#3:W2,W6 2x4 SP#2: TC 24 0.00 7.50 BC 90 0.00 7.50 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 Webs( ) y at 24"OC unless shown otheiwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 0-1145 C-F 0 926 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-G 1986 0 F-D 1831 0 Top Chord:2 Rows @ 4.50"o.c.(Each Row) Hangers/Ties B-G 0 -913 D-E 0 -1066 Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on G-C 1 -49 Webs :1 Row @ 4"o.c. manufacturer tested capacities and calculations. Use equal spacing between rows and stagger nails Conditions may exist that require different in each row to avoid splitting. connections than indicated.Refer to manufacturer Special Loads publication for additional information. -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=7'3" uses the following TC-From 50 Of at 0.00 to 50 plf at 7.50 support conditions: BC-From 5 plf at 0.00 to 5 plf at 7.50 Bearing E (7'3",10'1"2)HGUS28-2 TC-1361 lb Conc.Load at 1.60,3.60,5.60 Supporting Member:(2)2x8 SP SS Dense (36)0.148"x3"nails into supporting Plating Notes member, (6)0.148"x3"nails into supported Plates sized for a minimum of 4.00 sq.in./piece. member. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 ePt\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEQN:17292/T84/SY42 HamptonB Custom Qty: 1 FROM: DRW: FGE02 Wgt:67.2 lbs ... / ... 06/04/15 I— 1'2"8-{f-1'2"8-{I— 12"8—I — 12"8-I 1-12"8—I f' 1'2"8-{1-- 1'2"8-I f"12"8-{h --{ A B C D E F G H I J T °a"a V r i i i i i K co u l 10'1"2 1112X4 T S R Q P 0 N M 1112X4 I' 11'10"8 - I— 11'10"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl 1J# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 360 U" 108 /- /- /- /- /142 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 J - - Bearing U Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 J - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 E-F 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire U-T 0 0 P-O 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1° T-S 0 0 O-N 0 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. S-R 0 0 N-M 0 0 approved 1/30/2013 by ALSC R-Q 0 0 M-L 0 0 Bracing Q-P 0 0 Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(Ibs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. V-U 0 -9 J-L 0 -31 A-U 0 -56 L-K 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Gables Tens.Comp. Gables Tens. Comp. Purlins B-T 0 -146 F-P 0 -134 C-S 0 -131 G-O 0 -133 In lieu of structural panels or rigid ceiling use puffins D-R 0 -134 H-N 0 137 to laterally brace chords as follows: E-Q 0 -133 I-M 0 -117 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 11.50 BC 120 0.12 11.50 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEQN:172961 T90/SY42 HamptonB Custom Qty: 1 FROM: DRW: FS1 Wgt:14.0 lbs ... / ... 06/04/15 I— 10"--{ 1111X3 =3X3 A B I__ T .. j3X101 2 ° I� II�� 1'1"--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 104 D 69 /23 /27 /- /- /13.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 104 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - D Min Brg Width Req= 1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.000 B - - Bearing D Fcperp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.038 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.011 A-B 0 0 C&C Dist a:3.00 ft FT/RT:12(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:15.01.00.0226.12 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) D-C 0 0 Top chord 4x2 SP#3 Maximum Web Forces Per Ply Ibs Bot chord 4x2 SP#3 IY( ) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values A-D 36 -29 B-C 36 -29 approved 1/30/2013 by ALSC D-B 0 0 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 0.96 BC 13 -0.12 0.96 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEQN:17300/T52/SY42 HamptonB Custom Qty: 4 FROM: DRW: FS3 Wgt:14.0 lbs ... / ... 06/04/15 H—1'5„—i 1111X3 =3X3 A B T °_,' 1 10'1"2 Mr •jr 3X3 1.8„ 1111.13 I..--18"---•-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 160 D' 64 /35 /42 /- /- /20.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 160 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - D Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.000 B - - Bearing D Fcperp g p rp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.163 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. Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.016 A-B 0 0 C&C Dist a:3.00 ft FT/RT:12(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:15.01.00.0226.12 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) D-C 0 0 Top chord 4x2 SP#3 Maximum Web Forces Per Ply Ibs Bot chord 4x2 SP#3 IY( 1 Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"138"uses design values A-D 55 -45 B-C 55 -45 approved 1/30/2013 by ALSC D-B 0 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) TC 24 0.00 1.67 BC 20 0.00 1.67 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 Provide for complete drainage of roof. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 ABCC168 Ply:1 SEAN:171991 T19/HIP_ HamptonB Custom Qty: 2 FROM: DRW: HJ02 Wgt:46.2 lbs ... / ... 06/04/15 27"14 I 9.9"5 27"14 7'1"7 D 25'4'7 5.66 I 1 at to 12 3.18 p so e T 3X95X7(SRS) 4 B . -5 3: Amiliiill 1 1 ■ • (1)20'11" 26"2 18(4 7.1"3 =4X42pE 1 2'6"2 I 9'7"5 44''5 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 Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 C 999 240 A 299 /151 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 C 999 180 E 240 1 102 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C - - D 139 /108 /- /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.018 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.63 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.589 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.980 Bearing A 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:15.01.00.0226.12 Lumber Wind A-B 525 -999 C-D 61 79 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 524 -995 Top chord 2x4 SP#2:T2 2x4 SP M-30: P Additional Notes Maximum Bot Chord Forces Per Ibs) Bot chord 2x4 SP#2 Ie( Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.518' 4-8-15. A-G 948 -505 F-E 0 0 Lumber value set"13B"uses design values G-F 923 -500 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 2 plf at 0.00 to 2 plf at 2.66 G-C 198 -32 C-F 506 -934 TC-From 2 plf at 2.66 to 2 pif at 9.77 BC-From 2 pif at 0.00 to 2 plf at 9.77 TC- 55 lb Conc.Load at 1.46 TC- 98 lb Conc.Load at 4.29 TC- 212 lb Conc.Load at 7.12 BC- 28 lb Conc.Load at 1.46 BC- 100 lb Conc.Load at 4.29 BC- 145 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 93 0.00 9.77 Apply purlins 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 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 MECEIZEIME PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEQN:17206/T26/HIP_ HamptonB Custom Qty: 2 FROM: DRW: HJ04 Wgt:18.2 lbs ... / ... 06/04/15 I- 2'7"14 I 417 -I 2'7"14 1'5"8 12 5.66 L.....---- 12 D 3.18 p TADH11'10"9 \\\4X8(SRS)C T :3X46 .k T . o v III 4X8(j� 1 HB 1'5"8 °' iv v ijp I . •• ►� I 10'1"2 III 2X4 F E L 262 174 ♦ 2.6"2 I- 4'1"7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 240 A 92 /12 /- I- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 F 999 180 E 58 /5 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - D 35 /- /2 /- /- /1.5 Des Ld: 32.00 EXP:C . HORZ(TL): 0.011 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.125 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.130 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.035 Bearing A 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:15.01.00.0226.12 Lumber Additional Notes A-B 19 40 C-D 15 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 6 14 Top chord 2x4 SP#2 2-0-15. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.518' A-F 9 1 F-E 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-F 15 -17 TC-From 2 plf at 0.00 to 2 plf at 2.66 TC-From 2 plf at 2.66 to 2 plf at 4.12 BC-From 2 plf at 0.00 to 2 plf at 4.12 TC- 55 lb Conc.Load at 1.46 BC- 28 lb Conc.Load at 1.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.12 BC 49 0.00 4.12 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 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 ez;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:17212/137/HIP_ HamptonB Custom Qty: 1 FROM: DRW: HJ06 Wgt:51.8 lbs ... / ... 06/04/15 2714 ) 995 2'7"14 71.7 D I HB O' 17,r134.14.6-9 II2X4 5.66 p 318 v " o •5X(SRS) 2 ■ T 3X4 8(E5 6 •�_ e 114Xi 1 1 �_ ■ m 1ar2 rs4X5 E 4/ ISM it 2'6"2 ( 7'3'3 2'6"2 9'9"5 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 C 999 240 A 288 /112 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.064 C 999 180 E 238 /75 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - D 139 /90 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.015 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.424 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.548 D Min Brg Width Req= - Spacing:24.0'' MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.908 Bearing A Fcperp=565psi. 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:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 389 -972 C-D 59 -79 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 388 -969 Top chord 2x4 SP#2:T2 2x4 SP M-31: Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30 Left cantilever is exposed to wind Webs 2x4 SP#3 p Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.518' Additional Notes A-F 925 -376 F-E 902 -374 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 4-8-15. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F-C 186 -12 E-D 0 0 TC-From 2 plf at 0.00 to 2 plf at 2.66 C-E 378 -913 TC-From 2 plf at 2.66 to 2 plf at 9.77 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 50 lb Conc.Load at 1.46 TC- 98 lb Conc.Load at 4.29 TC- 212 lb Conc.Load at 7.12 BC- 20 lb Conc.Load at 1.46 • BC- 100 lb Conc.Load at 4.29 BC- 145 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 117 0.00 9.77 Apply purlins 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 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 PE No.60839 PE No 58544 PE No.71457 ABCC168 Ply:1 SEQN:171801 T10/JACK HamptonB Custom Qty: 8 FROM: DRW: J01 Wgt:7.0 lbs ... / ... 06/04/15 12 4.5 L 3X3 Bw 1113X8(E5 A, 21'8"4 T A o v. pd. o E 1 ._1 „ 2011" " c M/ 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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):NA A 32 /5 /14 /- /16 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 28 /24 /11 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.79 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.045 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.010 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.004 Bearing A Fcperp=565psi. 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(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Chords Tens.Comp. Lumber A-B 17 -35 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.098' A C 1 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 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 1-0-12. 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 X Michael G Kozlowski Jeffrey P Ameson Derek B Murray IHOCEEEIMEI PE No.60839 PE No.58544 PE No 71457 ABCC168 Ply:1 SEQN:17184/T3/JACK HamptonB Custom Qty: 15 FROM: DRW: J03 Wgt:21.0 lbs ... / ... 06/04/15 ' 1109 I 5 1'10"9 3'1"7 D 12 24'1"3 8V 12 4.5 p --1- s_ M 05X7(SRS)C iv M T 03x46 ,' 1113X8(E5 ! M HB 3'1"7 i • 1; 20'11" 1112X4F E 1'8"13 3'3"3 A 1'8"13 I 5' • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 C 999 240 A 164 /31 /73 /- /125 /5.5 BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL): 0.089 C 677 180 E 72 /21 /42 /- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.023 C - - D 106 /94 /72 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.045 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.420 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.494 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.071 Bearing A Fcperp=565psi. 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:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber 'A-B 41 -187 C-D 59 -86 Value Set:13B(Effective 6/1/2013) B-C 32 -142 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 15 -15 F-E 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 134 -94 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 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 3-5-11. 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 ABCC168 Ply:1 SEQN:17190/T12/JACK HamptonB Custom Qty:4 FROM: DRW: J06 Wgt:15.4 lbs .. I ... 06/04/15 1109 I 3 1'10"9 1'1"7 12 8 177 D 12 4.5 2 �( T 22,9"3 05X7(SRS)C , T3X4 B , �i� I b Iv 113X8A p�� I HB 1'1"7 1 ii L . • �1 i 20'11" 1 -' 112X4F E F31 1,8"13 I 1'3"3 I 1'8"13 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 B 999 240 A 98 /19 /46 /- /62 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 B 999 180 E 50 /24 /29 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - D 49 /38 /32 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.33 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.208 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.051 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 24 -85 C-D 27 -39 Value Set:13B(Effective 6/1/2013) B-C 16 81 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 6 -9 F-E 0 0 Lumber value set"136"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 113 -55 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-1-11. 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 IMECEIMICINI PE No.60839 PE No 58544 PE No.71457 ABCC168 Ply:1 SEAN:17194/T4/EJAC HamptonB Custom Qty:6 FROM: DRW: J08 Wgt:28.0 lbs ... / ... 06/04/15 1 1'10'9 I 7' 1'10-9 51-7 D 25'5-3 12 8 12 r' m 4.5 p 4 a C as T 03x/B S) , F I3x8(E5�y 1HB 5'1.7 i a� Illiii■111 I, m .-71:. f12X4F /f\20'11' E �IJ 1 18"13 I 53"3 I 1'0.13 7• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.124 C 678 240 A 231 /40 /111 /- /190 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.246 C 341 180 E 101 /22 /56 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 C - - D 159 /148 /109 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.123 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.66 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.556 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.527 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.122 Bearing A Fcperp=565psi. 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.15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 94 -324 C-D 88 -134 Value Set:13B(Effective 6/1/2013) B-C 52 -212 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' q_F 27 F-E 0 0 Lumber value set"138"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 200 -149 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 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 4-9-11. 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 iinaMarlEEM PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:17182/T40/EJAC HamptonB Custom Qty: 11 FROM: DRW: J10 Wgt:15.4 lbs ... / ... 06/04/15 1109 I 3 1'10"9 1'1"7 12 8V p 4.5 p 1�1 11'11"5 5X7(SRS)C T 3X4 B , T _ M ( ,' bO N,...... 1113X8AE: !.� HB 1'1"7 I rbl 410'1"2 1112X4 F E 1'813 1 - 1'3"3 k 1'8"13 -I- 3' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 B 999 240 A 98 /12 /44 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 B 999 180 E 50 /16 /30 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - D 49 /27 /32 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.007 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.186 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.208 0 Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.047 Bearing A Fcperp=565psi. 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:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 -82 C-D 27 -36 Value Set:138(Effective 6/1/2013) B-C 17 75 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 6 -8 F-E 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 104 -55 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(11) TC 24 0.00 3.00 BC 36 0.00 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 2-1-11. 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 Arneson Derek B Murray IMEKEEECIMI PE No 60839 PE No.58544 PE No 71457 ABCC168 Ply:1 SEQN:17235/T51/EJAC HamptonB Custom Qty: 1 FROM: DRW: J10T Wgt:18.2 lbs ... / ... 06/04/15 1'10"9 3' 110„9 �- 1'1 7 "� I- 112 8 V E 4.5 p 1114X5(++)D 11'11"5 l T 3X4(SRS)C b EE T ,3X4 B ', '�)� 1 a 11'1"2 iv 1113X8(E5 4I ‘ T 1 �IA•� . ■ ■ 10'1"2 �� 1112X46 2'5"8 6"8 r 2'5"8 I 3'i Loading Criteria Ipso 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): 0.012 C 999 240 A 98 /12 /44 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(LL): 0.023 C 999 180 F 22 /7 /13 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - E 77 /36 149 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.012 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.225 F Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.087 E Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.068 Bearing A Fcperp=565psi. 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(lbs) Wind Duration:1.60 WAVE VIEW Ver.15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 89 -147 C-D 13 -45 Value Set:13B(Effective 6/1/2013) B C 7 40 D-E 43 42 Top chord 2x4 SP#3 Bat chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-G 14 14 H-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (++)-This plate works for both joints covered. H-0 34 0 H-G 37 -1 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 30 0.00 2.46 BC 7 2.46 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. Additional Notes The overall height of this truss excluding overhang is 2-1-11. 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 iiIIMMEEICIRE PE No.60839 PE No.58544 PE No.71457 4 ABCC168 Ply:1 SEAN:17186/T18/EJAC HamptonB Custom Qty:27 FROM: DRW: J12 Wgt:28.0 lbs ... / ... 06/04/15 1105 { 7 1'105 51••7 D 255"3 12 8 12 ' U 4.5 p v v T 05X7(SIRS)C...s 3X6 W3X8(E5 ♦ , 1 ..t/1011.1''. y • HB 5'1'7 v • 20'11" ._. 1112X4F E 1'8"13 5'3"3 L. 1.8.13 ( 7' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.124 C 678 240 A 231 /42 /106 /- /190 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.246 C 341 180 E 101 /22 /56 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 C - - D 159 /149 /109 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.125 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.66 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.556 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.526 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.123 Bearing A Fcperp=565psi. 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(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber 'A-B 85 -310 C-D 88 -126 Value Set:13B(Effective 6/1/2013) B"C 52 -208 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values A-F 25 -25 F-E 0 0 approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 200 -149 Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 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 4-9-11. • 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 ei:7E;', Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:17559/T43/EJAC HamptonB Custom Qty: 3 FROM: DRW: J14 Wgt:26.6 lbs .. / ... 06/04/15 -r- C 14'7"5 J 12 8 (/ M 1114X5(++)B I■ -; h 4_11'1"2 .■ F D e )'► _ ■ j 10'1"2 �2X4(D8R) 1112X4E 2'5"8 I 4.6"8 I 2'5"8 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP De0edion in loc IJdefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.215 E 383 240 A 236 /7 /118 /- /157 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.429 E 192 180 D 79 /- /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.134 B - - C 186 /119 /130 /- /- /1.5 Des La: 32.00 EXP:C HORZ(TL):0.267 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.857 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std:2007 Max BC CSI: 0.258 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.400 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:15.01.00.0226.12 A-B 0 -183 B-C 103 -123 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-E 275 -68 F-D 0 0 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes F-B 95 0 F-E 38 0 (++)-This plate works for both joints covered. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.28 6.72 BC 30 -0.28 2.18 BC 55 2.18 6.72 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 4-9-11. 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 ABCC168 Ply:1 SEQN:17184/T53/JACK HamptonB Custom Qty: 1 FROM DRW: J16 Wgt:7.0 lbs ... / ... 06/04/15 12 4.5 V ----3X3B 1113X8(E5 �� T ,m, 10'10"6 A/ it cl '. di I ._1 „ 10'1"2 C �� 2" f �" 1' 1 Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph P1:NA Ce:NA VERT(LL):NA A 47 /2 /25 /- /13 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 7 /4 /3 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - B 22 /18 /10 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.041 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.018 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.007 Bearing A Fcperp=565psi. 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.15.01.00.0226.12 Chords Tens.Comp. Lumber A-B 25 -37 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.098' A-C 2 -1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 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 1-0-12. 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 ep7;', Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 r ABCC168 Ply:1 SEQN:17200/T74/JACK HamptonB Custom Qty: 1 FROM: DRW: J78 Wgt:21.0 lbs ... / ... 06/04/15 110"9 , 5 ) 1'10.9 31.7 0 12 ;� 13'3"5 8 12 T T-E13 4.5 p T ;5X7(SRS)C N N 3X4= ,' io 1° �3X8(E: '.� HB 3'1'7 1 `I • • 10'17 II2X4F E 1'8"13 , 3.3"3 1'8"13 5' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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 Cc:NA VERT(LL): 0.045 C 999 240 A 164 /14 /79 /- /96 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 C 677 180 E 72 /12 /43 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 C - - D 106 /67 /72 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.045 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.420 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.494 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.064 Bearing A Fcperp=565psi. 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:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 44 -177 C-D 59 -83 Value Set:13B(Effective 6/1/2013) B-C 33 -132 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values A-F 16 -14 F-E 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 121 -94 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 0.17 5.17 BC 60 0.17 5.17 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. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-5-11. 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 PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:17192/T67/EJAC HamptonB Custom Qty: 1 FROM DRW: J20 Wgt:28.0 lbs ... / ... 06/04/15 1'10"9 7' 1.10.9 517 D 14T5 12 8 12 m in 4.5 . o ° T 05xx7asItS )c All N3X8(E5 !1 I HB 5'1`7 c 1 °I • • 10'12 t12X4F ` E 1'8"13 5'3"3 1 1'8"13 I T 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 Udefi U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.124 C 678 240 A 231 /- /110 /- /105 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.246 C 341 180 E 101 /1 /56 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(TL): 0.063 C - - D 159 /68 /109 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.125 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.556 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.526 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.110 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply fibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 83 -289 C-D 88 116 Value Set:13B(Effective 6/1/2013) B-C 52 -190 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ws) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Camp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 25 F-E 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 180 -149 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 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 4-9-11. 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 ELEMZUOMEI PE No.60839 PE No.58544 PE No.71457 • ABCC168 Ply:1 SEAN:17651/T9/SPEC HamptonB Custom Qty: 1 FROM: DRW: PB01 Wgt:34.3 lbs ... / ... 06/04/15 11 "10 110'5'1.13.1 8,9 5'2"10 8'5"10 I 9'8"11 i�'� " I " I 8 g 33 33 13 1 12 ;3X4 IIIt��(4 �3EX4 a V C co /: N p ► T iv B F 'v I A 9i 0 am G .2 1:@::q3 8"g H 1112X4 A— _1 9,0,.2 18.. 8"9 4'6"1 4,6„1 r9 9 1 8"9 I I 5'2"10 9'8„11 I$„H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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 Pf:NA Ce:NA VERT(LL): 0.004 E 999 240 A 45 /41 /24 /- /34 /5.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 E 999 180 B• 73 /225 /274 /- /- 1108 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - G 45 /41 /4 /- /- /5.9 Des Ld: 32.00 EXP:C HORZ(TL): 0.009 C - - H /112 NCBCLL: 10.00 Mean Height:22.24 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.137 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.122 B Min Brg Width Req= - Spacing:24.0” MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.022 G Min Brg Width Req= 1.5 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mf S Bearings A,B,&G are a rigid surface. g Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver..15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A B 49 41 D-E 130 148 B-C 151 -194 E-F 151 -194 Top chord 2x4 SP#2 C-D 130 -148 F-G 39 -25 J Bot chord 2x4 SP#2 Webs 2x6 SP#2 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-H 148 -70 H-F 148 -70 All plates are 2X4(A5R)except as noted. Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Purlins D-H 174 -218 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 0.26 10.24 BC 105 0.89 9.61 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 1-4-0. 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUEMZEMONI PE No.60839 PE No.58544 PE No.71457 • ABCC168 Ply:1 SEQN:176551 T70/SPEC HamptonB Custom Qty: 5 FROM: DRW: PB03 Wgt:37.8 lbs ... / ... 06/04/15 8"9 5'2"10 9'8"11 10'5"4 I"8"9 1 4'6'1 I 4'6"1 8"9 Cm5X5 12 8 V 01 ro o io I zn B � A ,� • t. E li% F 1112 4 r�1 9'0"2 1 8"9 8'9 4'6"1 4'61 8"9I F8"9 I 52"10 I 9'8"11 11 "A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 F 999 240 A -121 /146 /118 /- /97 /5.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 F 999 180 B" 99 /252 /408 /-- /- /108 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 F - - E -121 /121 /65 /- /- /5.9 Des Ld: 32.00 EXP:C HORZ(TL):-0.003 F - - D /127 NCBCLL:W.00 Mean Height:23.33 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.127 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.023 E Min Brg Width Req= 1.5 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A,B,&E are a rigid surface. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver.15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:136(Effective 6/1/2013) A-B 166 -146 C-D 136 169 Top chord 2x4 SP#2 B-C 136 -169 D-E 84 -69 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-F 76 -19 F-D 76 -19 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 2X4(A5R)except as noted. Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-F 11 -95 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.48 9.49 . BC 105 0.15 8.87 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-6-0. 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. 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 inalMErin PE No.60839 PE No 58544 PE No 71457 ABCC168 Ply:1 SEQN:17228/T21/HIPM HamptonB Custom Qty: 1 FROM: DRW: T02 Wgt:138.6 lbs .. / ... 06/04/15 4.10"9 I 9' I 17'5"4 19' 257" 4'10'5 4'1"8 8'5"4 11612 1 67" -1 C_ T2 a X5 3 4 SX7 MI 111 E p2X el 71111 io.4XA4(D 71 -_ , al 2011" =4X5 ..3X4 m4X5 114 J I H G 1 257' 1 9' I 3' 1 5.1..12 I 8,5„4 '1 9' 12' 17'1" " 12 257 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 J 999 305 A 944 /370 /431 /- /275 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 J 999 305 G 970 /453 /357 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.054 G - - A Min Brg Width Req= - NCBCLL: 10.00 Mean Height:24.15 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.716 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.663 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 617-1513 D-E 0 0 GCpi:0.18 Plate Type(s): B-C 550-1285 E-F 0 0 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 C-D 488-1053 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x4 SP M-30: member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. A-J 2742-1308 I-H 1022 -518 Webs 2x4 SP#3 J-I 1022 -518 H-G 1043 -490 Lumber value set"13B"uses design values Additional Notes approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 6-1-11. Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on B-J 247 -251 H-D 299 0 member. C-J 326 -92 D-G 603 -1284 Plating Notes C-H 207 -147 F-G 132 -181 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins . to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.00 25.58 BC 84 -0.00 25.58 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 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 IlitEUMECIMI PE No.60839 PE No.58544 PE No 71457 ABCC168 Ply:1 SEAN:17245/T13/COMN HamptonB Custom Qty: 1 FROM DRW: T04 Wgt:121.8 lbs ... / ... 06/04/15 I 657 179'8 19'0'9 25T1 65'7 ( 8'3'1 ( 6'3'1 I 857 I c-1x5 !t 12 t. 8 07\3X3e Di3X3 I\ 4X(D7 Aillikik..4 D7) ....AIL _•• i 2V71" H G F 1 257- 1 8T8 , 3'4'8 ( 4'9"11 ( 8.9'8 I 8T8 12' 185'11 25'7'1 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.063 H 999 304 A 937 /227 /398 /- /243 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 H 999 304 E 937 /229 /395 I- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.051 F - - A Mir Brg Width Req= - NCBCLL:10.00 Mean Height:25.41 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.491 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.933 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.410 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 534-1471 C-D 590 -1303 GCpi:0.18 Plate Type(s): B-C 599-1315 D-E 535 -1470 Wind Duration:1.60 WAVE VIEW Ver.15.01.00.0226.12 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 8-8-0. A-H 2646 -846 G-F 758 -101 Bot chord 2x4 SP#2 H-G 758 -101 F-E 2643 -847 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes B-H 300 -359 C-F 560 -236 Plates sized fora minimum of 4.00 sq.in./piece. H-C 566 -244 F-D 299 -358 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 -0.28 25.30 BC 120 -0.28 25.30 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 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 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 ABCC168 Ply:1 SEAN:17222/T17/SPEC HamptonB Custom Qty:4 FROM: DRW: 106 Wgt:149.8 lbs ... / ... 06/04/15 I 1'105 I T4" I 179'8 ( 18'3" I 238"7 25T j 1'10"9 5'5"8 5'5"8 5'58 5'5'8 1'10"9 - E=5X5 12 8 /4X50 F144X5 m 0 4.5 12 5s 3X4 g)C el 5X7(SRS) "J 114X8(E5 dy� ;�Hl3X4 ��G. /�=� 14X8(ES) 1 JL i . 6X M�. f.20'I1" .. 0.4X 06X8 04'4 .. (y J 1'10"9 1010-15 1010'15 1'10"9 1 1'10"9 I 179"8 23'87 257" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 K 999 307 A 851 1234 /383 /- /223 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 K 999 307 I 851 /234 /383 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.042 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.59 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 2010 RES Max TC CSI: 0.406 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.988 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.434 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 648-1607 E-F 479 -915 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 647-1573 F-G 843 -1776 Lumber C-D 843-1776 G-H 647 -1573 Value Set:13B(Effective 6/1/2013) D-E 479 -915 H-I 648 -1607 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply Ibs Bot chord 2x4 SP#2 lY( 1 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-L 1425 -580 K-J 976 -338 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' L-K 976 -339 J-I 1425 579 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-L 333 -425 K-F 305 -388 L-D 636 -312 F-J 636 -312 Purlins D-K 305 -388 G-J 333 -425 In lieu of structural panels or rigid ceiling use purlins E-K 618 -326 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 25.58 BC 119 0.00 25.58 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 8-8-0. 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 ABCC168 Ply:1 SEAN:17216/723/SPEC HamptonB Custom Qty: 1 FROM: DRW: T08 Wgt:141.4 lbs / ... 06/04/15 ( 1'10"9 I 9' I 16'7" I 23'87 I 257" 1'10.9 7'r7 77" 7'1'7 1'10'5 I of 6X8 w 5X5 0 E 12 8 (a) 12 io 4.5 p 05X7(SRS) 5 F7(SRS) 43X4B - T "4X8(E�M� Li GeN' 114X8(E5) l 1 1 III ■ 1 A 02011" WM4 m4X5 a 3X4 =-J 10 N2X4 - 1'8"13 7'3'3 3' 4'5"4 7'4"15 1'8'13 1 1'8"13 1 5 12 f 16'5"4 1 2310'3 I 257" A 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 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.067 L 999 307 A 897 /410 /387 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.127 L 999 307 H 881 /410 /387 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.056 I - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.33 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.555 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.602 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 806-1681 E-F 584 -1249 Wind Duration:1.60 WAVE VIEW Ver.15.01.00.0226.12 B-C 805-1648 F-G 804 -1628 Lumber Wind C-D 586-1286 G-H 805 -1662 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 587 -959 Top chord 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 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is A-M 1519 -746 K-J 985 -330 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 6-1-11. M-L 1529 -758 J-I 1509 -757 Lumber value set"13B"uses design values L-K 985 -330 I-H 1501 -745 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. M-C 133 -132 J-E 290 -23 Plating Notes C-L 433 -550 J-F 433 -561 D-L 290 -25 F-I 134 -119 Plates sized for a minimum of 4.00 sq.in./piece. D-J 143 -208 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 25.58 BC 82 0.00 25.58 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 ABCC168 Ply:1 SEAN:172391 T6/SPEC HamptonB Custom Qty: 1 FROM: DRW: T10 Wgt:85.4 Ibs ... / ... 06/04/15 i 1'10"9 I 5' I 9'11" I 13'0"7 I 14'11" 1'10'9 3'1"7 4'11" 3'1"7 1'10"9 12 D=5X7 '"--5X5E $ V � _ I 12 4.5 �/ -5X7(SRS) in 0 5X7(SRS)C F `o - 3X4 do , A3X4 I III4X88(E5 � III4X8(E5) v T A/4 • �� ��, 1 • MN • • 20'11„ '" III2X4 =4X5 =6X8 IIIfX4 L K 1'8"13 3'3"3 4'9"4 3'4"15 1'8"13 I' 1'8"13 I 5' I 9'9"4 I 13'2"3 I 14'11" • Loading Criteria(pat) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 K 999 240 A 928 /501 /- /- l- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 K 999 180 H 928 /501 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.033 I - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.00 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 2010 RES Max TC CSI: 0.595 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.955 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 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 870-1604 E-F 851 -1533 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 847-1571 F-G 848 -1575 Lumber Purlins C-D 854-1543 G-H 871 -1609 Value Set:13B(Effective 6/1/2013 In lieu of structural D-E 702-1274 ( ) panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 TC 24 0.00 14.92 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 77 0.00 14.92 A-L 1420 -766 J-I 1436 -778 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. L-K 1434 -777 I-H 1423 -767 Lumber value set"13B"uses design values K-J 1264 -699 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 55 plf at 0.00 to 55 plf at 1.88 L-C 113 -167 J-E 389 -117 TC-From 57 plf at 1.88 to 57 plf at 5.00 C-K 82 -180 J-F 85 -190 TC-From 27 plf at 5.00 to 27 plf at 9.92 D-K 388 -117 F-I 110 -158 TC-From 57 plf at 9.92 to 57 plf at 13.04 D-J 12 -3 TC-From 55 plf at 13.04 to 55 plf at 14.92 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 9.91 BC-From 10 plf at 9.91 to 10 plf at 14.92 TC- 140 lb Conc.Load at 5.01,9.91 TC- 106 lb Conc.Load at 7.06,7.85 BC- 199 lb Conc.Load at 5.01,9.91 BC- 72 lb Conc.Load at 7.06,7.85 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-5-11. 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 ABCC168 Ply:2 SEQN:17248/T2/SPEC HamptonB Custom Qty: 1 FROM: DRW: T12 Wgt:296.8 lbs / ... 06/04/15 1'10"9 8'11" 13'6" 20'6"7 22'5" I 1'10"9 I 7'0"7 I 4'7" I 7'0"7 I 1'10"9 I 5X5 Cm5X7 D 12 la II 8 T4 io 12 4.5 p 06X12(SRS)B E 04X10(62) 3X4(O4), ��` 10X12(++) 1.4 11 4X-i-' A....„00,10.-• T rl i 1 i III 2011" K J I H G 1112X4 1115X7 =H0510 =6X8 811" 31" 1'4"4 9'0"12 I 1 8'11" I 12' I13'4"41 22'5" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.PI in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in foe Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.112 J 999 263 A 4185 /1933 I- l- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.213 J 999 263 F 5518 /2008 I- 1- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.059 G - - A Min Brg Width Req= 2.2 NCBCLL: 10.00 Mean Height:24.30 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 2.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.539 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.939 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 1850-3871 D-E 1329 -3368 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 1523-3388 E-F 1810 -5104 Lumber Special Loads C-D 1091 -2805 Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Top chord 2x4 SP#2:T2,T4 2x4 SP M-30: TC-From 55 plf at 0.00 to 55 Of at 1.88 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense TC-From 57 plf at 1.88 to 57 plf at 7.06 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC-From 28 plf at 7.06 to 28 pH at 8.92 TC-From 55 p11 at 8.92 to 55 p11 at 13.50 A-K 3511 -1676 I-H 2777 -1237 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1. TC-From 57 If at 13.50 to 57 If at 20.54 K-J 3518-1677 H-G 4525 -1627 :Rt Slider 2x4 SP#33:BLOCK LENGTH= 1.459' TC-From 55 plf at 20.54 to 55 plf at 22.42 J-I 2777-1237 G-F 4627 -1647 Lumber value set"13B"uses design values BC-From 10 plf at 0.00 to 10 plf at 7.06 approved 1/30/2013 by ALSC BC-From 5 plf at 7.06 to 5 plf at 22.42 Maximum Web Forces Per Ply(Ibs) BC-1990 lb Conc.Load at 7.06 Webs Tens.Comp. Webs Tens. Comp. Nailnote BC- 970 lb Conc.Load at 9.06 p' p' Nail Schedule:0.131"x3",min.nails BC-1027 lb Conc.Load at 11.06 K-B 67 -217 H-D 1660 -596 Top Chord:1 Row @12.00"o.c. BC- 937 lb Conc.Load at 13.06 B-J 444 -749 H-E 557 -1780 Bot Chord:1 Row @ 4.25"ac. BC- 856 lb Conc.Load at 15.06,17.06,19.06,21.06 C-J 1677 -915 E-G 483 -36 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind C-H 238 0 in each row to avoid splitting. Wind loads and reactions based on MWFRS. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Additional Notes Plating Notes The overall height of this truss excluding overhang is 6-1-0. (++)-This plate works for both joints covered. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.42 BC 113 0.00 22.42 Apply purlins 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 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 ABCC168 Ply:1 SEQN:17220/T42/SPEC HamptonB Custom Qty: 1 FROM: DRW: T14 Wgt:64.4 lbs / ... 06/04/15 3' 1 1_ 11'10" -1 1'1"7 1'10 9 I 1'10"9 1 810 1 9'11' 71 1'10 "9 5'10" 1'1 7 12 12 8 V \\\4X5 D 5x 5 T 4.5 L....--- E �� • 5 7(SRS) T ,3X4 B ,, ` N 7_- III3X88(E5 /. ► III3Xh8(E5)A pi�h 4 1 �_ • - , I\ 10'1"2 III (4 1X8 =4X5 �� I 1'8"13 1'4"15 6'9"11 1'10"9 I • 1'8"13 1 3'1"12 1 9'11"7 1 11'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 J 999 240 A 583 /184 /- /- 1- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.043 J 999 180 H 583 /184 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.016 I - - A 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 2010 RES Max TC CSI: 0.388 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.756 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.140 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 308 -968 E-F 328 -1133 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 292 -936 F-G 322 -1098 Lumber Purlins C-D 324-1037 G-H 338 -1131 Value Set:13B(Effective 6/1/2013 In lieu of structural D-E 288 -914 ( 6/1/2013) panels or rigid ceiling use purlins Top chord 2x4 SF'#2 to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 TC 24 0.00 11.83 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 120 0.00 11.83 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers A-K 848 -267 J-I 823 -273 at 24"OC unless shown otherwise above. K-J 867 -272 I-H 981 -291 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) K-C 57 -175 J-E 96 -16 TC-From 55 pH at 0.00 to 55 plf at 1.88 C-J 37 -17 E-I 306 -33 TC-From 57 plf at 1.88 to 57 plf at 3.00 D-J 252 -34 F-I 30 -106 TC-From 27 plf at 3.00 to 27 plf at 8.83 TC-From 57 pH at 8.83 to 57 plf at 9.95 TC-From 55 pH at 9.95 to 55 plf at 11.83 BC-From 10 plf at 0.00 to 10 plf at 3.01 BC-From 5 plf at 3.01 to 5 pif at 8.82 • BC-From 10 plf at 8.82 to 10 plf at 11.83 TC- 84 lb Conc.Load at 3.01,8.82 TC- 49 lb Conc.Load at 5.06.6.77 BC- 108 lb Conc.Load at 3.01,8.82 BC- 50 lb Conc.Load at 5.06,6.77 Plating Notes Plates sized for a minimum of 4.00 sq.in.lpiece. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-1-11. 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 MiNiannala PE No.60839 PE No 58544 PE No.71457 ABCC168 Ply:2 SEAN:17682/T47/SPEC HamptonB Custom Qty: 1 FROM: DRW: T16 Wgt:271.6lbs / ... 06/04/15 1'10" 7' 12'6"9 18'1"2 23' 3'gr"3 291" 3376 37'6" 42'7'7 44'6" F1'10" 5'1'7 I- 5'6"9 5'6'9 I- 4'10"14 �8'3 5'4"13 4'1"6 4'3"10 ' 5'1'7 1'10'5 12 im6X8 T 8 #-. _� a 1 -) H T4 J 12 in 83X4X7(SRS) (a) v =6X6(0 5X7(SRS) 101261:41:5(SRS)......) LMN 5( 1 ' ' -0=11 . _ ., '�i"� ���0113X8(E5) _ _._- ".ti . a _���� �-U S R p' ©,.. X10'1-2 AC AB AA Z Y X W T 1 28'1012 tlGX6 l 15'7"4 1 f 1'8"13 593 591 3'8"15 5'8"5 , 569 2'r 4'1"4 4'8"4 " I ' I ' " I 311" I + I 2.5^8 1 1'8"1 7' 123 1 16' 235"15 290 8 374 4 42'0"8 44'6"1'9"1 9 I r0„1 17910 33'2 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl: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): 0.235 P 796 240 A 1817 /705 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.491 P 381 187 W 5242 /2024 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.107 P - - 0 221 /60 /- /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.215 P - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 2.1 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.839 W Min Brg Width Req= 5.8 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 0 Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.951 Bearings A,W,&0 Fcperp=565psi. C&C Dist a:4.45 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,HS VIEW Ver.15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Special Loads A-B 1268-3277 H-I 3759 -1416 Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-C 1250-3240 1-J 1444 -542 C-D 1236 -3098 J-K 1445 Top chord 2x4 SP#2:T4 2x4 SP M-31: TC-From 55 plf at 0.00 to 55 plf at 1.88 543 Bot chord 2x4 SP M-30:B3,B4 2x4 SP#2: TC-From 57 plf at 1.88 to 57 pH at 7.00 D-E 1190-3015 K-L 170 89 Webs 2x4 SP#3 TC-From 27 plf at 7.00 to 27 plf at 23.00 E-F 941 -2471 L-M 28 127 :W11,W12,W13 2x4 SP#2: TC-From 27 plf at 23.00 to 27 pH at 37.50 F-G 187 -705 M-N 32 -129 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' TC-From 57 plf at 37.50 to 57 plf at 42.62 G-H 187 -705 N-0 170 -268 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' TC-From 55 plf at 42.62 to 55 Of at 44.50 BC-From 10 plf at 0.00 to 10 pH at 7.01 Lumber value set"13B"uses design values BC-From 5 plf at 7.01 to 5 Of at 16.00 Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC BC-From 5 plf at 16.00 to 5 pH at 31.12 Chords Tens.Comp. Chords Tens. Comp. BC-From 5 plf at 31.12 to 5 plf at 37.49 Bracing BC-From 10 plf at 37.49 to 10 plf at 42.04 A - 2956-1147 V-U 1372 -3639 59 (a)Continuous lateral restraint equally spaced on BC-From 10 plf at 42.04 to 10 plf at 44.50 AC-A AB 2956-1147 W-T 20 59 member. TC- 299 lb Conc.Load at 7.01 AB-AA 2526-1004 U-S 1390 -3696 TC- 159 lb Conc.Load at 9.06,11.06,13.06,15.06 AA-Z 3021 -1198 S-R 92 -100 Plating Notes 17.06,19.06,21.06,22.25,23.44,25.44,27.44,29.44 Z-Y 3021 -1198 R-P 67 -107 All plates are 2X4 except as noted. TC- 188 lb Conc.Load at 31.44 Y-X 2419 -925 0-O 75 -20 TC- 186 lb Conc.Load at 33.44,35.44 X-W 100 -263 (++)-This plate works for both joints covered. TC- 175 lb Conc.Load at 37.49 (")1 plate(s)require special positioning.Refer to BC 339 lb Conc.Load at 7.01 Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning BC- 101 lb Conc.Load at 9.06,11.06,13.06,15.06 Webs Tens.Comp. Webs Tens. Comp. requirements. 17.06,19.06,21.06,22.25,23.44,25.44,27.44,29.44 BC- 81 lb Conc.Load at 31.44 AC-C 161 -316 H-V 1878 -4635 Plates sized for a minimum of 4.00 sq.in./piece. BC- 79 lb Conc.Load at 33.44,35.44 BC- 511 lb Conc.Load at 37.49 C-AB 146 -439 V-W 1976 -4872 Purlins D-AB 580 -111 V-I 983 -2462 In lieu of structural panels or rigid ceiling use purlins Wind D-AA 641 -243 I-S 2966 -1110 to laterally brace chords as follows: Wind loads and reactions based on MWFRS. AA-E 148 -122 U-T 35 101 Chord Spacing(in oc) Start(ft) End(fl) E-Y 339 -870 J-S 260 -464 TC 24 0.00 44.50 Additional Notes Y-F 911 -239 S-K 699 -1876 BC 75 0.00 30.98 WARNING!Reaction exceeds allowable F-X 963-2384 R-K 613 -135 BC 29 30.98 42.19 X-H 1785 -563 P-Q 40 0 BC 28 42.19 44.50 The overall height of this truss excluding overhang is X-V 893 -274 P-L 83 0 Apply purlins to any chords above or below fillers 4-9.11. 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 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 WEITEEDIEU PE No.60839 PE No.58544 PE No.71457 • ABCC168 Ply:1 SEQN:17549/T29/SPEC HamptonB Custom Oty: 1 FROM: DRW: 118 Wgt:285.6 lbs ... / ... 06/04/15 2t -' 1 1'10"9 6'5"4 11' 17'1"1 21' 7Q"7 28'10" 33'6" 37'7"8 477"7 44'6"I 1'10" 4'6"12 4'6"12 6'1"1 3'10"15 5'9"9 4'8" I 4'1"8 I 4'11"15 1 1'10'9 F 1 I 12 - 8V 12 0 K�4X8 17 I i4 5 i4&jij . N 1�':r= ��_..= _ °T8 M`112X4 > • +�� 113X8(E5) AB °'- la 5X5 • 2X� S R p'�. _*10'V2 M Z Y X W II T 4 Q �-10'2 12 1 18'9" 11X3 156"4 1 1'10 8'4"3 5'9"4 I91 6713 6'11 7 I 74"8 4'3"4 4'3"4 75"8 1'10 10'2"12 I 16' 16'9"9 23'0"7 ) 29'1"8 I 31'1"9 33'6"1 37'9"4 ) 42'0"8 1 44'6"1 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.329 P 565 240 A 210 /51 /72 /- /197 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.661 P 281 186 AA 1258 /334 /604 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.148 L - - W 1588 /396 /667 /- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.293 L - - 0 316 /112 /203 /- /- /5.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max IC CSI: 0.885 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.390 AA Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.986 W Min Brg Width Req= 1.5 C&C Dist a:4.45 ft FT/RT:30(0)/10(0) Mfg Specified Camber: 0 Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): Bearings A,M.W,&0 Fcperp=565psi. Wind Duration:1.60 WAVE VIEW Ver.15.01.00.0226.12 Maximum Top Chord Forces Per Ply(Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C A-B 107 -357 H-I 198 -248 Top chord 2x4 SP#2 member design. B-C 107 -326 I-J 453 0 Bat chord 2x4 SP#2 Additional Notes C-D 232 -430 J-K 185 -25 Webs 2x4 SP#3:W10 2x4 SP#2: D-E 342 -51 K-L 194 -354 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is E-F 213 -283 L-M 144 249 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 7-5-11. F-G 198 -248 M-N 136 -243 Lumber value set"136"uses design values G-H 198 -248 N-O 310 419 approved 1/30/2013 by ALSC Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. A-AB 308 -137 W-T 94 -155 Plating Notes AB-AA 126 -144 V-U 73 -36 All plates are 4X5 except as noted. AA-Z 189 -136 U-S 156 -161 Z-Y 189 -136 S-R 288 -84 (++)-This plate works for both joints covered. Y-X 294 -67 R-P 290 -84 Plates sized for a minimum of 4.00 sq.in./piece. X-W 237 -389 0-0 157 -69 Purlins 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) C-AB 202 -232 I-V 380 -918 TC 24 0.00 44.50 AB-D 424 -209 V-W 528 -1375 BC 75 0.00 42.19 D-AA 230 -303 V-J 196 -600 BC 28 42.19 44.50 AA-E 329 -888 U-T 18 -52 Apply purlins to any chords above or below fillers E-Y 600 -196 J-S 267 -107 at 24"OC unless shown otherwise above. Y-F 189 -288 S-K 283 -475 Loading F-X 51 -232 K-R 194 -10 X-H 179 -326 P-0 37 0 Truss passed check for 20 psf additional bottom X-I 754 -220 P-L 75 0 chord live load in areas with 42"-high x 24"-wide clearance. 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 PE No.60839 PE No.58544 PE No.71457 • ABCC168 Ply:1 SEQN:17551/T48/SPEC HamptonB Custom Qty: 1 FROM: DRW: 119 Wgt:316.4 lbs Page 2 of 2 ... / ... 06/04/15 G-Z 228 -371 Q-R 39 0 Z-I 600 -227 Q-M 88 0 I-X 328 -720 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 ABCC168 Ply:1 'SEQN:17531/755/SPEC HamptonB Custom Qty: 1 FROM: DRW: T21 Wgt:334.6 lbs ... / ... 06/04/15 1'10 102"2 173"1,2 17 21'2"4 276' 256"%2 34'3"14 4277 44'6" 1 1'10" 8'3'9 ' 2'1"1 4'8"4 F� 4'2"4 ! 6'3"12 1 2'0"12 4'9"2 83"9 i 1'104 - =6 • G =• 6 :1 e a: 113X3 E 12 8 /6Xfi J 46X6 zz I 4.5 T6 #3X4 X7(SRS) t5X7(SRS) l5X7(E5)B O K AA ,r •IS .. �',1 •3 4 '177 � - © ire i i_i. i�. 113X8(E5)• �.v • W v u 1 S' .r. _.10'1"2 =3X6 sa•'�.• .� Z Y X T Q PO N I 25712 911X5 O 14'11"4 I 11'8"1 8710 I 23'2 8812 ,1' , 408 , 5012 , 838 , 1813 18"1 1076 12'5"1 212"4 122' 8 2,11., 255" 34'5"12 479'3 44'61 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSE) D /t l Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.096 E 999 356 A 1055 /128 /496 /- /317 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.182 E 999 356 Q 1817 /103 /700 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 D - - M 437 /138 /315 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.058 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.17 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.701 Q Min Brg Width Req= 1.8 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.680 M Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.983 Bearings A,Q.&M Fcperp=565psi. C&C Dist a:4.45 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:15.01.00.0226.12 Lumber Loading A-B 844-2051 G-H 511 684 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom B-D 643- 518 H-I 371 -135 chord live load in areas with 42"-high x 24"-wide C-D 606-1 1518 I-J 326 135 Top chord 2x4 SP#2:12,16 2x4 SP M-30: g D-E 744 -1513 J-K 317 -371 Bot chord 2x4 SP#2:B2,B3 2x4 SP M-31: clearance. E-F 793-1483 K-L 562 899 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes F-G 511 -684 L-M 563 -931 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 11-5-11. Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing A-Z 1863 -787 T-Q 38 -47 Z-Y 1873 -800 S-R 205 -29 (a)Continuous lateral restraint equally spaced on Y-X 2 -40 Q-P 198 -90 member. W-V 797 -152 P-O 861 -546 Plating Notes V-U 170 -47 O-N 861 -546 All plates are 2X4 except as noted. U-S 170 -47 N-M 861 -535 (++)-This plate works for both joints covered. Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins Z-C 154 -142 V-H 983 -242 In lieu of structural panels or rigid ceiling use purlins C-Y 470 -719 T-S 78 0 to laterally brace chords as follows: Y-D 164 -467 H-R 190 -1204 Chord Spacing(in oc) Start(ft) End(ft) Y-W 1366 -371 R-I 113 -97 TC 24 0.00 44.50 D-W 175 -53 R-Q 262 -1295 BC 75 0.00 12.30 E-W 82 -53 Q-J 311 -483 BC 120 12.30 29.71 W-X 0 -49 J-P 267 -23 BC 75 29.71 44.50 W-F 892 -410 P-K 459 -664 Apply purlins to any chords above or below fillers F-V 153 -355 K-N 183 -24 at 24"OC unless shown otherwise above. G-V 196 -307 Wind Wind loads based on MWFRS with additional C&C member design. 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 ABCC168 Ply:1 SEAN:17184/T93/SPEC HamptonB Custom Qty: 1 FROM: DRW: T22A Wgt:333.2lbs / ... 06/22/15 1'5" 9'8"10 , 11'104 16'6"8 ' 2018"12 I 2T0"8 1 29'1" 33'10"6 , 42'1"15 44'0"8 1 5 8'3'9 2 1 1 4'8"4 4'2"4 6'3"12 2'0.1 4'9"2 8'3'9 110" F fi 6 1. NII6X6 12 113X3 8 V $I 6x60 io 12 4.5 6X12(SRS)B 6x8 ..=..,■,,. ....■,..■1/�i�(8(E5S).r...16111111111111111111=� `Si J KW5X (E4X4 S 1 USX J - - ` la e__4,10'1"2 W a V U R 0 N M 1 29'1"4 =1X5 1 14'11"4 1 113,'S 8'510 , 23'2, 8'8"12 I- 42"4 , 4'0"8 , 5'0"6 , 8'313 11'8"1 13 9'8"14 12' 20'8"12 24'11" 28'11"8 33'11"14 42'3"11 44'08 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 1 U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.088 D 999 351 A 1044 /403 /529 /- /320 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.167 D 999 351 0 1792 /1043 /1387/- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.125 J - - L 440 /1398 /1387/- I- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.147 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.17 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.900 0 Min Brg Width Req= 1.7 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 L Min Brg Width Req= 1.6 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.914 Bearings 0&L Fcperp=565psi. C&C Dist a:4.40 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:15.01.00.0226.12 Lumber Loading A-B 768-1740 G-H 1752 -1505 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of B C 669-1467 H-I 2046 -1858 Top chord 2x4 SP#2 2370#( 53.75 plf)along top chord,from either C-D 776-1469 1-J 2528 -2479 direction,to supports where indicated.Diaphragm and D-E 776-1439 J-K 2565 -2564 Bot chord 2x4 SP M-30:B1 2x4 SP#2: connections are be designed by Engineer of ecord. E-F 740 -706 K-L 2647 -2654 Webs 2x4 SP#3 9 Y :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.295' Drag Loads:Force(#) (PLF) Mbr Start End F-G 1083-1049 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case 1: 2370 53.77 TC 0.00 44.04 Lumber value set"13B"uses desi n values 2370 384.32 BC 37.88 44.04 Maximum Bot Chord Forces Per Ply(Ibs) g Case 2: 2370 53.77 TC 0.00 44.04 Chords Tens.Com approved 1/30/2013 by ALSC 2370 384.32 BC 37.88 44.04 p. Chords Tens. Comp. Bracing Case 3: 2370 53.77 TC 0.00 44.04 A-W 1481 -633 R-O 95 -96 2370 384.32 BC 37.88 44.04 W-V 1490 -646 Q-P 336 -290 (a)Continuous lateral restraint equally spaced on Case 4: 2370 53.77 TC 0.00 44.04 V-U 3 -40 O-N 293 -241 member. 2370 384.32 BC 37.88 44.04 T-S 781 -511 N-M 1716 -1733 Drag Load for wind only. S-Q 426 -376 M-L 2314 -2319 Plating Notes Truss passed check for 20 psf additional bottom All plates are 2X4 except as noted. chord live load in areas with 4T-high x 24"-wide Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. clearance. Webs Tens.Comp. Webs Tens. Comp. Purlins Additional Notes W-B 156 -131 S-G 961 -233 In lieu of structural panels or rigid ceiling use purlins Negative reaction(s)of-1398#MAX.(See Max B-V 332 -385 R-Q 77 0 to laterally brace chords as follows: Reactions table above)Requires uplift connection. V-C 296 -489 G-P 931 -1180 Chord Spacing(in oc) Start(ft) End(ft) The overall height of this truss excluding overhang is V-T 1316 -502 P-H 110 -92 TC 24 0.00 44.04 11-5-11. C-T 335 -304 P-O 971 -1266 BC 75 0.00 11.84 D-T 80 -53 O-I 313 -486 BC 119 11.84 29.25 T-U 0 -48 I-N 267 -25 BC 55 29.25 44.04 T-E 844 -390 N-J 466 -672 Apply purlins to any chords above or below fillers E-S 152 -331 J-M 262 157 at 24"OC unless shown otherwise above. S-F 195 -307 Wind Wind loads based on MWFRS with additional C&C member design. 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 GIMEEIKEINI PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:17645/T59/SPEC HamptonB Custom Qty: 1 FROM: DRW: T24 Wgt:235.2 lbs / ... 06/04/15 IT I 1'10'9 I 1072 I 17' I 273' I 27'8- l 29741- 1'10'9 8'3"9 8'9-14 5'3- 5'3" 1'9'4 T E. 12x4 a8CX8 I, F "N " 2x4 12 e( /8X8 O 12 4.5 '� /5X7(SRS)O „1' 5X7 ES)��48.� _ 1 "� _ _ _ a a4' a '! 39�10'IR O N M L K J 8'3-14 3.11.8 2 Si' 0'10.8 I 178'1331 10'090 I N 1 1r I 227 ( 291'8 I • L�.r.,I 29'8 8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Del/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.111 N 999 356 A 1111 /133 /524 I- /284 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.193 N 999 356 J 1244 /267 /469 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.060 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.17 ft Code!Misc Criteria Creep Factor.1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.948 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.763 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 588-2141 E-F 296 -643 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 588-2107 F-G 296 -643 Lumber Wind C-D 410-1636 G-H 49 -15 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 376-1083 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2:B2 2x4 SP M-31: Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-0 1947 -926 L-K 798 -321 Lumber value set"138"uses design values O-N 1960 -940 K-J 200 -82 approved 1/30/2013 by ALSC N-M 1251 -549 J-I 0 0 Bracing M-L 1251 -549 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes 0-C 157 -170 E-K 189 -366 Plates sized for a minimum of 4.00 sq.in./piece. C-N 398 -706 K-F 182 -307 N-D 321 -12 K-G 1041 -373 Purlins D-L 325 -637 G-J 485 -1179 In.lieu of structural panels or rigid.ceiling use purlins E-L 560 -184 H-J 26 -26 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.42 BC 101 0.00 29.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42•'-high x 24"-wide clearance. Additional Notes The overall height of this truss excluding overhang is 11-5-11. 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 ABCC168 Ply:1 SEAN:17605/T64/SPEC HamptonB Custom Qty: 6 FROM: DRW: T26 Wgt:19.6 lbs ... / ... 06/04/15 1'10"9 2'8" [' 1'10"9 I 9"7 12 8V 12 4.5 L.--- 1112X4 D \\\5X7(SRS)C of 3X4 B _ 1113X8(E5 ,.miki ,_ I;._, 00� .umm ��m111 10'1"2 F 1112X4 E =4X5 1'8"13 11"3 J r 1'8"13 I Z8"" 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 L/# Loc R al /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 A 87 /3 /39 I_ /30 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 E 88 /23 /54 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.001 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code:FBC 2010 RES Max TC CSI: 0.047 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.026 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.027 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 14 -79 C-D 10 -18 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 0 -49 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 53 -53 F-E 51 -54 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Plating Notes F-C 42 0 D-E 10 -18 C-E 91 -87 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.67 BC 32 0.00 2.67 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 1-11-0. 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 ODEEMElni PE No.60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEQN:176901 T57/SPEC HamptonB Custom Qty: 2 FROM: DRW: T28 Wgt:112.0 lbs ... / ... 06/04/15 87 13'3"4 1T11"7 19'10" I 8'T' I 4'8"4 I 4'8-4 I 1'10"9 I -r 84,5X5(R1) V4l2(SR C*44X5 V. r. Q 4.5 05X5 A *46XS)12 T TT ``�E a3X8(E5) T I m --- 1 m.0 s1 1 010'1"2 I,' =6X8 33X4 3G -_- 87- 1'5" T117 1'10"9 1 87 I 10' 1 17'11"7 I 1910"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.053 D 999 240 J 663 /64 /293 /- /185 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 D 999 237 E 659 /57 /302 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 B - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.587 Bearing E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.733 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.344 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 266 -714 C-D 568 -1361 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 306 -642 D-E 442 -1290 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T1 2x4 SP M-30: manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Conditions may exist that require different J-I 217 -178 G-E 1070 -373 Webs 2x4 SP#3 connections than indicated.Refer to manufacturer I-H 703 -193 E-F 50 -139 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.295' publication for additional information. Lumber value set"13B"uses design values Bearing at location x=0' uses the following H-G 703 -193 approved 1/30/2013 by ALSC support conditions: Maximum Web Forces Per Ply Ibs Bearing J (0',10'1"2)HTU26 y( ) Plating Notes Supporting Member:(1)2x6 SP SS Dense Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. (2 member,member, nails into supporting A-J 260 -628 I-C 189 -324 (11)0.148"x1.5"nails into supported A-I 437 -59 C-G 507 -241 Purlins member. B-I 342 -55 D-G 201 -201 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 19.37 BC 75 0,00 19.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-7-11. 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 EEEMICEnaril PE No.60839 PE No 58544 PE No 71457 • ABCC168 Ply:1 SEAN:17696/T76/SPEC HamptonB Custom Qty: 1 FROM: DRW: T30 Wgt:163.8 lbs ... / ... 06/04/15 1'105 7' 12' 163" 20'11-4 2577 276" I 1' 105 I 61"7 I 5' I I 4'8"4 I 4'8"4 I 1105 ( Ea5X5 I M5X7(SRS) 12 ,=5X7 o F%4X5 I: I 8 V n 12 4.5 2 v 05X7(B S) N8X12(EES)ma IIMI ■�� 4% 4X10(E5) 1II �a5X5(81)A�" 44%, 4X10(E5) 1 T. �� ■■ if 101"2 L K J 71"12 410-4 4'3' 9'4"7 1'105 1 T1"12 I 12' I 16'3' I 25'7'7 I 27'8" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.189 D 999 328 A 2227 /644 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.366 D 896 328 H 1384 /396 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.096 C - - A Min Brg Width Req= 2.2 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 2010 RES Max TC CSI: 0.591 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.674 Sparing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.705 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 10(X)-3406 E-F 581 -1984 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.00.0226.12 B-C 1115-3920 F-G 774 -2725 Lumber Purlins C-D 909-3259 G-H 744 -2669 D-E 573-1963 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T1,T2 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x6 SP SS Dense:B2 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs ) Webs 2x4 SP#3 TC 24 0.00 27.04 Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.295' BC 75 0.11 27.50 A-N 3108 -913 K-J 1847 556 Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. N-M 3243 -953 J-H 2212 -620 approved 1/30/2013 by ALSC M-L 3022 -877 H-I 85 -291 Additional Notes L-K 3011 -876 Bracing The overall height of this truss excluding overhang is (a)Continuous lateral restraint equally spaced on 7-7-11. Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Special Loads N-B 282 -936 E-K 1850 -482 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-M 53 -117 K-F 137 -348 TC-From 55 plf at 0.00 to 55 plf at 1.88 C-M 1530 -241 F-J 519 -88 TC-From 57 plf at 1.88 to 57 plf at 7.00 M-D 336 -183 G-J 88 -166 TC-From 55 plf at 7.00 to 55 plf at 12.00 D-K 616-2077 TC-From 57 plf at 12.00 to 57 plf at 16.25 TC-From 57 plf at 16.25 to 57 plf at 25.62 TC-From 55 plf at 25.62 to 55 plf at 27.04 BC-From 10 plf at 0.00 to 10 plf at 12.00 BC-From 10 plf at 12.00 to 10 plf at 27.04 BC-From 64 plf at 27.04 to 64 plf at 27.50 TC- 281 lb Conc.Load at 7.01 BC- 358 lb Conc.Load at 7.01 BC-1150 lb Conc.Load at 7.60 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 IMMEMIMEI PE No.60839 PE No.58544 PE No.71457 • ABCC168 Ply:1 SEQN:17632/T32/SPEC HamptonB Custom Qty: 2 FROM: DRW: T32 Wgt:163.8 lbs ... / ... 06/04/15 I 1'10"9 I 6'5"4 I 11' I 16'6" I 21'0"12 I 257'7 I 27'6" 1'10"9 4'6"12 4'6"12 5'6" 4'6"12 4'6"12 1'10"9 14X5 E=_5X7 F 9 12 8V /4X5 C'voi4x5 I. (a) Zn 12 4.5 p /507(X485)C H�SX7(SRS) 114XA8(E35 �� 414°4-1344,r_ �4X E5 I T & ) I s o m ■I UM _ 10'1"2 =4X5 = 5 4X5 w 3X4 =5X7 =4X --- 0 N M L K 1'10"9 9'1"7 1' 4'4"4 9'3"3 1'10"9 A 1'10"9 1 11' 112'I 16'4"4 I 25'7"7 I 27'6" 1 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.077 N 999 329 A 957 /268 /428 /- /181 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.147 N 999 329 J 950 /268 /428 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.051 K - - A 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 2010 RES Max TC CSI: 0.368 Bearings A&J 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: 0.249 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 614-1765 F-G 510 -1181 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 613-1731 G-H 768 -1916 Lumber Wind C-D 769-1926 H-I 612 -1722 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 473-1202 I-J 613 -1756 E-F 47 Top chord 2x4 SP#2 member design. 3 -926 chord Bot #2 Webs 2x4 SP Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) We SP#3#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 7-5-11. A-O 1563 -544 M-L 937 -202 Lumber value set"13B"uses design values 0-N 1187 -374 L-K 1173 -374 approved 1/30/2013 by ALSC N-M 937 -202 K-J 1555 -543 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. member. C-0 263 -408 L-F 335 -115 Plating Notes 0-D 552 -223 L-G 233 -334 Plates sized for a minimum of 4.00 sq.in./piece. D-N 232 -332 G-K 558 -222 E-N 363 -114 H-K 263 -407 Purlins E-L 129 -167 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 27.50 BC 112 0.00 27.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 UREEEEECCEI PE No 60839 PE No.58544 PE No.71457 ABCC168 Ply:1 SEAN:176301 T54/SPEC HamptonB Custom Qty: 1 FROM: DRW: T34 Wgt:156.8 lbs ... / ... 06/04/15 I 1'10"9 I 9' I 13'9" { 18'6" I 25'7"7 276" 1'10"9 7'1"7 4'9" 4'9" 717 I 1'105 I at 5X5 -4 5 4/5X 5 12 / . 8 12 is 4.5 p of 5X7(SRS) \5X7(SRS) is 33 C T p4XA8(E5 4g#► 4*H4/3X4 I 1.411 '°M 114X8(E5) 1 • i 1 = �i 113X3 _ (p 101"2 1 • • IIIN 4 -4;10 =3X4 •4X10 K J 1 1'8"13 I 7'4"15 I 2'10"4 I 6'4"4 7'4"15 1'8"13 1'8"13 91"12 17 18'4.4 25'9"3 I 276"-A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P1 in PSF) DeR/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.083 E 999 329 A 965 /271 /423 /- /144 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.157 E 999 329 I 965 /271 /423 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.067 J - - A 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 2010 RES Max TC CSI: 0.690 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.595 Maximum Top Chord Forces Per Ply(Ibs) i 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 720-1792 E-F 514 -1098 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 719-1758 F-G 526 -1415 Lumber Additional Notes C-D 526-1415 G-H 719 -1759 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 514-1097 H-I 720 -1793 Top chord 2x4 SP#2 6-1-11. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-N 1623 -662 L-K 1172 -330 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' N-M 1636 -672 K-J 1637 -672 Lumber value set"13B"uses design values M-L 1172 -330 J-I 1624 -661 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. N-C 118 -169 E-K 113 -210 Purlins C-M 386 -554 K-F 363 -57 In lieu of structural panels or rigid ceiling use purlins D-M 363 -57 K-G 386 -555 to laterally brace chords as follows: M-E 114 -211 G-J 118 -169 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 27.50 BC 101 0.00 27.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 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 ei:7E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECEEMEGEI PE No 60839 PE No 58544 PE No 71457