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333-2ND ST - TRUSS NEW HOME Ossi Development Site Information FILE C0P'1 Atlantic Beach Lot 3, Duval AFer:EIP;\( Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TOLL 20 psf TOLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure (0.18) BOLL 10 psf BOLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 106 truss designs with individual date of design NO j JOB ID ITRS ID DATE NO ID TRS ID DATE NO I JOB ID ITRS IDI DATE 1 Atlantic3 B01 4/29/2015 31 Atlantic3 FGE03 4/29/2015 61 Atlantic3 J06 4/29/2015 2 Atlantic3 F01 4/29/2015 32 Atlantic3 FGE04 4/29/2015 62 Atlantic3 J07 4/29/2015 3 Atlantic3 F02 4/29/2015 33 Atlantic3 FGE05 4/29/2015 63 Atlantic3 J08 4/29/2015 4 Atlantic3 F03 4/29/2015 34 Atlantic3 FGE06 4/29/2015 64 Atlantic3 J09 4/29/2015 5 Atlantic3 F04 4/29/2015 35 Atlantic3 FGE07 4/29/2015 65 Atlantic3 J10 4/29/2015 6 Atlantic3 F05 4/29/2015 36 Atlantic3 FT01 4/29/2015 66 Atlantic3 J11 4/29/2015 7 Atlantic3 F06 4/29/2015 37 Atlantic3 FT02 4/29/2015 67 Atlantic3 J12 4/29/2015 8 Atlantic3 F08 4/29/2015 38 Atlantic3 FT03 4/29/2015 68 Atlantic3 J13 4/29/2015 9 Atlantic3 F09 4/29/2015 39 Atlantic3 FT04 4/29/2015 69 Atlantic3 J14 4!29/2015 10 Atlantic3 F10 4/29/2015 40 Atlantic3 FT05 4/29/2015 70 Atlantic3 J15 4/29/2015 11 Atlantic3 F11 4/29/2015 41 Atlantic3 FT06 4/29/2015 71 Atlantic3 J16 4/29/2015 12 Atlantic3 F12 4/29/2015 42 Atlantic3 FT07 4/29/2015 72 Atlantic3 T01 4/29/2015 13 Atlantic3 F13 4/29/2015 43 Atlantic3 GE01 4/29/2015 73 Atlantic3 T02 4/29/2015 14 Atlantic3 F14 4/29/2015 44 Atlantic3 GE02 4/29/2015 74 Atlantic3 T03 4/29/2015 15 Atlantic3 F16 4/29/2015 45 Atlantic3 HJO1 4/29/2015 75 Atlantic3 T04 4/29/2015 16 Atlantic3 F17 4/29/2015 46 Atlantic3 _ HJO2 4/29/2015 76 Atlantic3 T05 4/29/2015 17 Atlantic3 FG04 4/29/2015 47 Atlantic3 HJO3 4/29/2015 77 Atlantic3 T06 4/29/2015 18 Atlantic3 FG05 4/29/2015 48 Atlantic3 _ HJO4 4/29/2015 78 Atlantic3 T07 4/29/2015 19 Atlantic3 FG06 4/29/2015 49 Atlantic3 HJO6 4/29/2015 79 Atlantic3 T08 4/29/2015 20 Atlantic3 FG07 4/29/2015 50 Atlantic3 HJO7 4/29/2015 80 Atlantic3 T09 4/29/2015 21 Atlantic3 FGO8 4/29/2015 51 Atlantic3 HJO8 4/29/2015 81 Atlantic3 T10 4/29/2015 22 Atlantic3 FG09 4/29/2015 52 Atlantic3 HJO9 4/29/2015 82 Atlantic3 T11 4/29/2015 23 Atlantic3 FG10 4/29/2015 53 Atlantic3 HJ10 4/29/2015 83 Atlantic3 T12 4/29/2015 24 Atlantic3 FG11 4/29/2015 54 Atlantic3 HJ11 4/29/2015 84 Atlantic3 T13 4/29/2015 25 Atlantic3 FG12 4/29/2015 55 Atlantic3 J01 4/29/2015 85 Atlantic3 T14 4/29/2015 26 Atlantic3 FG13 4/29/2015 56 Atlantic3 J02 4/29/2015 86 Atlanti ..+"rs AL 15 4/29/2015 27 Atlantic3 FG14 4/29/2015 57 Atlantic3 J03 4/29/2015 87 ' = makingazt. • 4/29/2015 28 Atlantic3 FG15 4/29/2015 58 Atlantic3 J04 4/29/2015 88 EMENtrialkaOrg 4/29/2015 29 Atlantic3 FGE01 4/29/2015 59 Atlantic3 JO4A 4/29/2015 8■ �� ' ��t 9/2015 30 Atlantic3 FGE02 4/29/2015 60 Atlantic3 J05 4/29/2015 ycz ��rairmii 1429/2015 :# '. Apex Technology " ' ' Z • S T. Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.i AN OF ; �/ 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 'ice i tr.Z O A ,�•• The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed' ••..... • ,� above RP11-2002 attached. The Section 2uitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per 'et,�, 1A",',,,o•� With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31 003 of the Florida Board of Professional Engineers 4/29/2015 Job#ATLANTIC3 BEARING INFORMATION • WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT _ - .1 1411"08 FG04 FLAT 0.00/12 Pitch 2-Ply 1 3211.35 0.00 2 4469.13 0.00 1 16'06"12 FG05 FLAT 0.00/12 Pitch 2-Ply 1 1408.31 0.00 2 780.69 0.00 1 22'00"12 FG06 FLAT 0.00/12 Pitch 2-Ply 1 1720.33 0.00 2 1079.49 0.00 1 1811"08 FG07 FLAT 0.00/12 Pitch 2-Ply 1 1475.74 0.00 2 915.43 0.00 1 19'08"08 FG08 FLAT 0.00/12 Pitch 2-Ply 1 1539.55 0.00 2 948.13 0.00 1 03'11"00 FG09 FLAT 0.00/12 Pitch 2-Ply 1 895.35 0.00 2 642.18 0.00 1 04'00"00 FG10 FLAT 0.00/12 Pitch 2-Ply 1 859.82 0.00 2 829.21 0.00 1 04'01"00 FG11 FLAT 0.00/12 Pitch 2-Ply 1 2455.82 0.00 2 3376.65 0.00 1 16'03"08 FG12 FLAT 0.00/12 Pitch 2-Ply 1 1683.39 0.00 2 1686.47 0.00 2 05'09"12 FG13 FLAT 0.00/12 Pitch 2-Ply 1 319.69 0.00 2 319.69 0.00 1 14'08"00 FG14 FLAT 0.00/12 Pitch 2-Ply 1 2706.00 154.00 2 2706.00 155.00 1 0910"00 FG15 FLAT 0.00/12 Pitch 2-Ply 1 809.21 0.00 2 776.48 0.00 1 08'00"00 FT01 MONO 4.50/12 Pitch 2-Ply 1 779.45 0.00 2 933.48 0.00 1 08'00"00 FT02 MONO 4.50/12 Pitch 2-Ply 1 782.37 0.00 2 715.57 0.00 4 08'05"08 FT03 MONO 4.50/12 Pitch 2-Ply 1 840.76 0.00 2 759.77 0.00 1 08'05"08 FT04 MONO 4.50/12 Pitch 2-Ply 1 835.31 0.00 2 973.05 0.00 1 06'05"08 FT05 MONO 4.50/12 Pitch 2-Ply 1 1796.50 0.00 2 1642.11 0.00 3 06'05"08 FT06 MONO 4.50/12 Pitch 2-Ply 1 707.83 0.00 2 398.95 0.00 1 06'05"08 FT07 MONO 4.50/12 Pitch 2-Ply 1 1785.38 0.00 2 1631.23 0.00 2 08'00"00 GE01 GABL 4.50/12 Pitch 1 -Ply 1 305.57 67.00 2 305.35 121.00 1 06'00"00 0E02 GABL 4.50/12 Pitch 1 -Ply 1 331.24 86.00 2 149.77 60.00 4 04'02"03 HJO1 HIP_JACK 4.24/12 Pitch 1 -Ply 1 151.50 144.00 2 50.50 12.00 3 27.10 20.00 2 09'10"01 HJO2 HIP_JACK 4.24/12 Pitch 1 -Ply 1 267.80 256.00 2 344.27 180.00 3 6.48 3.00 Page 1 of 5 Job#ATLANTIC3 BEARING INFORMATION QTY^ SPAN DESCRIPTION BRG# REACTION UPLIFT 1 02'07"00 J10 EJACK 6.00/12 Pitch 1 -Ply 1 84.80 56.00 2 38.75 0.00 3 71.88 37.00 8 01'00"00 J11 JACK 6.00/12 Pitch 1 -Ply 1 230.58 84.00 2 59.00 18.00 3 140.07 52.00 8 03'00"00 J12 JACK 6.00/12 Pitch 1 -Ply 1 225.98 57.00 2 36.59 0.00 3 53.40 37.00 8 05'00"00 J13 JACK 6.00/12 Pitch 1 -Ply 1 279.26 64.00 2 66.69 0.00 3 111.29 70.00 8 07'00"00 J14 EJACK 6.00/12 Pitch 1 -Ply 1 339.76 73.00 2 96.00 0.00 3 164.07 101.00 5 05'10"08 J15 MONO 4.50/12 Pitch 1 -Ply 1 327.79 85.00 2 145.11 62.00 7 02'00"00 J16 EJACK 6.00/12 Pitch 1 -Ply 1 209.33 73.00 2 21.66 8.00 3 20.62 17.00 2 06'11"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 485.07 287.00 2 485.07 287.00 1 10'05"00 T02 HIPS 6.00/12 Pitch 1 -Ply 1 684.94 346.00 2 682.69 346.00 1 10'05"00 103 FLAT 0.00/12 Pitch 1 -Ply 1 333.33 179.00 2 333.33 179.00 2 07'00"00 T04 MONO 6.00/12 Pitch 1 -Ply 1 788.54 399.00 2 752.78 403.00 1 34'11"00 T05 COMN 6.00/12 Pitch 2-Ply 1 3122.61 1587.00 2 3122.62 1587.00 2 34'11"00 T06 COMN 6.00/12 Pitch 1 -Ply 1 1238.87 405.00 2 1238.87 405.00 2 34'11"00 T07 COMN 6.00/12 Pitch 1-Ply 1 1238.87 402.00 2 1238.87 402.00 2 34'11"00 T08 COMN 6.00/12 Pitch 1 -Ply 1 1305.38 399.00 2 1305.70 399.00 2 34'11"00 T09 COMN 6.00/12 Pitch 1 -Ply 1 1281.28 396.00 2 1276.47 396.00 2 34'11"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 1361.91 393.00 2 1362.50 393.00 5 34'11"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 1368.56 257.00 2 1369.19 257.00 1 36'06"08 T12 SPEC 6.00/12 Pitch 1 -Ply 1 1394.14 716.00 2 1272.28 580.00 1 36'06"08 T13 SPEC 6.00/12 Pitch 1 -Ply 1 1333.42 260.00 2 1269.99 239.00 1 36'06"08 T14 SPEC 6.00/12 Pitch 1 -Ply 1 1334.63 260.00 2 1272.11 239.00 1 36'06"08 T15 SPEC 6.00/12 Pitch 1 -Ply 1 1425.88 260.00 2 1330.86 239.00 Page 3 of 5 Job#ATLANTIC3 BEARING INFORMATION QTY• SPAN DESCRIPTION BRG# REACTION UPLIFT 2 783.67 0.00 •3 16'06"12 F05 SY42 0.00/12 Pitch 1 -Ply 1 2910.90 0.00 2 675.19 0.00 4 08'03"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 2937.09 0.00 2 -572.26 0.00 1 19'09"12 F08 SY42 0.00/12 Pitch 1 -Ply 1 199.14 0.00 2 1394.63 0.00 3 742.73 0.00 2 18'01"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 221.37 0.00 2 1235.31 0.00 3 661.06 0.00 2 19'07"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 201.49 0.00 2 1373.40 0.00 3 734.51 0.00 2 16'10"12 F11 SY42 0.00/12 Pitch 1-Ply 1 930.59 0.00 2 915.45 0.00 2 17'07"12 F12 SY42 0.00/12 Pitch 1 -Ply 1 971.83 0.00 2 956.71 0.00 7 17'0112 F13 SY42 0.00/12 Pitch 1 -Ply 1 937.41 0.00 2 933.22 0.00 7 17'10"12 F14 SY42 0.00/12 Pitch 1 -Ply 1 960.55 0.00 2 1903.71 0.00 2 05'09"12 F16 SY42 0.00/12 Pitch 1 -Ply 1 321.13 0.00 2 305.74 0.00 4 05'09"12 F17 SY42 0.00/12 Pitch 1 -Ply 1 321.13 0.00 2 305.74 0.00 1 12'02"04 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 1315.62 0.00 1 14'05"04 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1565.62 0.00 2 05'02"08 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 547.92 0.00 1 0911"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 1068.33 0.00 2 05'09"12 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 614.38 0.00 1 08'06"12 FGE06 SY42GABL 0.00/12 Pitch 1 -Ply 1 916.87 0.00 1 08'09"08 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 1 942.08 0.00 Total of Trusses 290 Maximun Height 09'09"15 Page 5 of 5 mm Zx " " on D. 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N° CD I- m 0 ill '- � � —{ O m` > m2 0Omo mCDj m z H n mA mcnP mm = C C T — x_ -1 = Z QJ r ,. <r 0 ? mD � IV To wE mmm m m x N n< m C 1- C7 cn - m xp c � c� SC H O m> mm mmm mCn 05 G °o Oo 0 > 0 Ia a -1 Q W �p z ozo r IH Hm -n o D = m • mo m z -I m m -< / m0 m O mZ z � , gym m / 1111_.� D 1�-1� (n a D D^ ZZ^ Zn O � � cD 71 I. - • 1- -∎• Cn r r ` J lJ 0 - � -1 _{ � a � C 0 T O _ z / z^ r)d ca S w - (7 C ob O N F r Z p / Z Z UJ Am T _' cnn * 0 ' [r7 O �1/ my O r Z° Z C O i Atlantic3 Ply:1 SEQN:17414/T66/SY42 2nd Street Qty: 1 FROM: DRW: F01 Wgt:89.6 lbs ... / ... 04/29/15 "1F--2'6"--1 I I 1 (TYP) 1111X3 1114X5 A3Xi =.8(5 III 8(3 =iX3 III .X3 -` H I J T. " ; ���� T 3 �1 11'6"2 Lo 1P 1 _ l4l I =3X8 =3X8 1113X4 (�101 2 Q„19 M L K 1112 `f' 3X8 P • 14'3"8 I 14'9" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.105 E 999 360 N 1272 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.196 E 860 240 I 772 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 K - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.031 K - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.636 Bearing N Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.621 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 112 0 F-G 0 -1393 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 B-C 112 0 G-I 41 0 Lumber Additional Notes C.D 0-1607 H-I 0 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-E 0-1393 I-J 0 0 Top chord 4x2 SP M-30:T2 4x2 SP#2: STRBRIBR1014 for bracing and bridging E-F 0-1393 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-8-0. O-N 8 0 M-L 1716 0 N-M 997 0 L-K 573 0 Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(Ibs) TC-From 100 plf at 0.12 to 100 plf at 14.75 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 14.46 TC- 431 lb Conc.Load at 0.12 O-A 0 -65 M-E 0 -137 P-O 0 -29 E-L 0 -376 Plating Notes A-N 0 -387 F-L 0 -252 Plates sized for a minimum of 4.00 sq.in./piece. B-N 0 -291 L-G 958 0 N-C 0-1210 G-K 0 -1068 Purlins C-M 724 0 I-K 899 0 In lieu of structural panels or rigid ceiling use purlins D-M 0 -254 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 14.75 BC 120 0.00 14.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 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 ,WE=_ PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17186/T109/SY42 2nd Street Qty: 14 FROM: DRW: F03 Wgt:106.4 lbs ... / ... 04/29/15 F—2,6„ H 1'9„- (TYP) 1112X4 g C p E F E.3(4 H f OA =4X8 1112X4 =3X4 1112X4 =3X4 III =4X8 1112X4 oliLv N \../ / \../ 101'2 -4X8 =3X4 =e4X8 =4X4 `f' N M L K J 3X8 r-- -- 20' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 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): 0.300 E 791 360 N 1101 /- /- /- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.468 E 505 315 J 1086 /- I- I- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 J - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 J - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.282 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.615 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.692 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 -3510 I:NA GCpi:NA Plate Type(s): B-C 0-2691 F-G 0 -2463 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-2691 G-H 0 -2463 Lumber Additional Notes D-E 0-3510 H-I 0 0 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 fibs) ) 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 1563 0 L-K 3203 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 3318 0 K-J 1217 0 approved 1/30/2013 by ALSC 1-8-0. Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: O-N 0 -10 E-L 0 -251 Chord Spacing(in oc) Start(ft) End(ft) A-N 0 -105 L-F 358 0 TC 24 0.13 19.87 N-B 0-1837 F-K 0 -863 BC 120 0.13 19.87 B-M 1316 0 G-K 0 -252 Apply purlins to any chords above or below fillers C-M 0 -245 K-H 1454 0 at 24"OC unless shown otherwise above. M-D 0 -732 H-J 0 -1576 Hangers!Ties D-L 224 0 I-J 0 67 (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.30"DL:0.17".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,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 eP7/)\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray .lilialln:IIMEI_ PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17448/T103/SY42 2nd Street Qty: 3 FROM: DRW: F05 Wgt:95.2 Ibs ... 1 ... 04/29/15 � 1„-I I-—2'6"-- F 14„ 12 (TYP) q 6X6 cc p EE G H I 1115X5 B IIIDC4 =3X8 IIIDC4 =3X3 1119(4 =3X4 IIIZX4 T9'4 ITV”' nr.stio. I ILS OM io _L o_ ii#& iilllii, 1 i i A 1 1'N I 1=1 L 0 =6X6 =4X8 =-3X8 =3X3 (�1O'1"2 N M L K J =4X10 I-2' - 14'6"12 1 I 16'6"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PI in PSF) DetVCSI 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): 0.063 F 999 360 M 2911 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.155 F 999 240 J 675 /42 /- I- I- l- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.017 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.047 B - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.529 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.389 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.582 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -135 E-F 1053 -1047 I:NA GCpi:NA Plate Type(s): B-C 2334 0 F-G 253 -1235 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 2334 0 G-H 253 -1235 Lumber Additional Notes D-E 1053-1047 H-I 0 0 Value Set:138(Effective 6/1/2013) +2x6 continuous strongback.See detail To chord 4x2 SP M-31 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-31 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 0-1167 L-K 1356 -610 :W1,W2,W3,W4 4x2 SP M-31: The overall height of this truss excluding overhang is M-L 238-1665 K-J 605 -66 Lumber value set"13B"uses design values 1-8-0. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-A 0-1152 E-L 0 -256 TC-From 100 p1/at 0.12 to 100 plf at 16.56 N-B 2112 0 L-F 0 -639 BC-From 10 plf at 0.00 to 10 pif at 16.56 0-N 0 -522 F-K 417 -142 TC-1633 lb Conc.Load at 0.12 B-M 0-2114 G-K 0 -256 Purlins C-M 0 -264 K-H 735 -218 M-D 0-1686 H-J 94 -861 In lieu of structural panels or rigid ceiling use purlins D-L 1222 0 I-J 0 -46 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.00 16.44 BC 120 -0.13 16.44 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire staples.through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17297/T106/SY42 2nd Street Qty: 1 FROM: DRW: F08 Wgt:103.6 lbs / ... 04/29/15 ' f 2'6"-----}--2,3"8 1.-1'1012 H (TYP) T 1112X4 =3X3 lII X4 =4X5 lII X4 =3X3 111E34 °3X4 III X4 io .010°.""eeeee %%%%%%%.'gllIllIllIlliWP°P.P'"e'" li N. I ∎, =3X3 =3X8 =3X8 =3X4 10 1 2 N M L K J 3X8 - --4'11"12 1 14'10" 1 I 19'9"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.111 F 999 360 N 199 /143 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.178 F 997 240 M 1395 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 J - - J 743 /- /- /- I- I- Des Ld: 55.00 EXP:NA HORZ(TL):0.022 J - - N Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.362 J Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.340 Bearing M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.441 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 0 0 E-F 0 -1352 Lumber B-C 669 0 F-G 0 -1501 Value Set:138(Effective 6/1/2013) C-D 669 0 G-H 0 -1501 D-E 0-1352 H-I 0 0 Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 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 N-M 126 -314 L-K 1643 0 Plating Notes M-L 568 0 K-J 850 0 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-N 0 -109 L-F 0 -345 to laterally brace chords as follows: N-B 364 -146 F-K 0 -166 Chord Spacing(in oc) Start(ft) End(ft) B-M 0 -636 G-K 0 -252 TC 24 -0.12 19.69 C-M 0 -257 K-H 759 0 BC 120 -0.12 19.69 M-D 0-1416 H-J 0 -1069 Apply purlins to any chords above or below fillers D-L 925 0 I-J 0 -75 at 24"OC unless shown otherwise above. E-L 0 -254 Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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 lir 0111:11333 PE No 60839 PE No.58544 PE No 71457 Atlantic3 Ply:1 SEQN:17303/T74/SY42 2nd Street Qty: 2 FROM: DRW: F10 Wgt:103.6 lbs ... / ... 04/29/15 I—2'6"--I—2'3.'8—{ F--1,8•'8—{ (TYP) T 1112X4 =3X3 1112X4 =415 1112X4 =3X3 11124 4(4 1112X4 io I . . 10'1"2 • =3X3 - =3X8 =3X8 =3X4 41 N M L K J =3X8 4'11 92 1 14'7"12 I I 19'7"8 -{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.106 F 999 360 N 201 1 134 /- 1- I- I- BCLL: 0.00 Enclosure:NA Lc:NA Cs:NA VERT(TL): 0.171 F 999 240 M 1373 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 J - - J 735 I- I- I- I- I- Des Ld: 55.00 EXP:NA HORZ(TL):0.021 J - - N Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.356 J Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.333 Bearing M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.429 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 0 0 E-F 0 -1340 Lumber B-C 641 0 F-G 0 -1447 Value Set:13B(Effective 6/1/2013) C-D 641 0 G-H 0 -1447 D-E 0-1340 H-I 0 0 Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 Webs 4x2 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 N-M 130 -299 L-K 1609 0 Plating Notes M-L 576 0 K-J 775 0 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-N 0 -109 L-F 0 -321 to laterally brace chords as follows: N-B 347 -150 F-K 0 -190 Chord Spacing(in oc) Start(ft) End(ft) B-M 0 -620 G-K 0 -254 TC 24 0.00 19.63 C-M 0 -257 K-H 784 0 BC 120 0.00 19.63 M-D 0-1393 H-J 0 -1013 Apply purlins to any chords above or below fillers D-L 901 0 I-J 0 -65 at 24"OC unless shown otherwise above. E-L 0 -254 Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes +2x6 continuous strongbacic.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 PE No.60839 PE No 58544 PE No.71457 Atlantic3 Ply:1 SEQN:17387/T94/SY42 2nd Street Qty:2 FROM: DRW: F12 Wgt:96.6 lbs .. / ... 04/29/15 I---2,6.,—,.I H 1',0^12 H (TYP) 1112X4 °3X8 III i5<4 =3X3 1112X4 -4X5 1112(4 =4X I „ 1 10', 2 =3X8 =4X5 =4X8 1112X4 M L K J I =3X8 • r 17712 A Loading Criteria(PSI) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.201 D 999 360 M 972 /_ /_ /- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.314 D 665 278 I 957 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 J - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.048 J - - I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.223 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.697 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 -2657 I:NA GCpi:NA Plate Type(s): B-C 0-2266 F-G 0 -1177 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-2266 G-H 0 -1177 Lumber Additional Notes D-E 0-2657 Value Set:138(Effective 6/1/2013) +2x6 continuous strongback.See detail To 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. M-L 1353 0 K-J 2132 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is L-K 2679 0 J-I 0 0 approved 1/30/2013 by ALSC 1-8-0. 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-M 0 -10 E-K 0 -251 Purlins A-M 0 -105 K-F 612 0 In lieu of structural panels or rigid ceiling use purlins M-B 0-1591 F-J 0 -1116 to laterally brace chords as follows: B-L 1066 0 G-J 0 -255 Chord Spacing(in oc) Start(ft) End(ft) C-L 0 -245 J-H 1464 0 TC 24 0.12 17.52 L-D 0 -482 H-I 0 -952 BC 120 0.12 17.52 D-K 44 -26 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge.7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMUCEMEI PE No.60839 PE No 58544 PE No.71457 Atlantic3 Ply:1 SEQN:17391/T98/SY42 2nd Street Qty: 7 FROM: DRW: F14 Wgt:102.2 lbs ... / ... 04/29/15 F--2'6"-I I-1,10"12--{ (TYP) I 01112X4 =3X8 1112X4 =3X3 1112X4 =4X5 1112X4 =4X5 - io 1 ,. ter' 101„2 3X8 =4X5 =4X8 �{/ N M L K J =3X8 =3X4 1 17'1012 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 Cc:NA VERT(LL): 0.196 D 999 360 N 961 /- /- /- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 D 679 277 j 1904 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 K - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.047 K - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings N&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.251 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.551 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.675 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 -2583 I:NA GCpi:NA Plate Type(s): B-C 0-2229 F-G 0 -1064 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-2229 G-H 0 -1064 Lumber Additional Notes D-E 0-2583 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(lbs) Bat 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 1335 0 L-K 2040 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 2624 0 K-J 22 -50 approved 1/30/2013 by ALSC 1-8-0. Special Loads Maximum Web Forces Per Ply(Ibs) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 17.65 0-N 0 -10 E-L 0 -251 BC-From 10 plf at 0.00 to 10 plf at 17.90 A-N 0 -105 L-F 633 0 BC- 933 lb Conc.Load at 17.77 N-B 0-1569 F-K 0 -1139 Plating Notes B-M 1044 0 G-K 0 -248 C-M 0 -245 K-H 1417 0 Plates sized for a minimum of 4.00 sq.in./piece. M-D D-L 0 -460 H-J 42 -48 J-I 0 -1065 Purlins 76 -839 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 0.12 17.40 BC 120 0.12 17.48 Apply purlins to any chords above or below fillers 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. 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 eq:;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17192/T107/SY42 2nd Street Qty: 4 FROM: DRW: F17 Wgt:39.2 lbs ... / ... 04/29/15 2'10"8 3'10"8 5'9"12 2'10"8 I 1' I 1'11"4 F---2'6"- I F-1'8"4-{ 1111X3 =3gX3 11111X3 =3Xp3 T T 381 S 90 I 4 10'1"2 1111X3 =3X3 III1X3(1) H G F E 3X4 i 5'9"12 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 LNt Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 360 H 321 /- l- I- I- /4.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.040 G 999 240 E 306 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.017 B - - 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: 0.436 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.293 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.172 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 -276 I:NA GCpi:NA Plate Type(s): B-C 0 -283 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 284 0 F-E 0 0 Bot chord 4x2 SP#2 G-F 283 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 I-H 0 -11 C-F 0 -180 In lieu of structural panels or rigid ceiling use purlins A-H 0 -119 F-D 362 0 to laterally brace chords as follows: H-B 0 -334 D-E 0 -307 Chord Spacing(in oc) Start(ft) End(ft) B-G 52 -45 TC 24 0.13 5.69 BC 67 0.13 5.69 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,V 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 EMECIKEIGI PE No 60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17198/T76/FLAT 2nd Street Qty: 1 FROM: DRW: FG05 Wgt:196.0 lbs ... / ... 04/29/15 • 1 2'4"8 I 7" 1 9 8 4'8" 6'11"8 9'4" 2 I 11'8"4 141"8 I 16'6"12 I 7'I ' I I I '218 238 25 4 238 254 254 =4X5 =4X5 =4X5 1112X4 1112X4 =4X5 =4X5 =4X5 A B C D E F G H TIII3XG3 IN 11 0 11 MI IN- bp- N,. 1 = ■ a ••= = = '4 10'1"2 IPII4X5 on =N 5 =M 5 =4X 5 =K X5 =4X5 1112X4 =4X5 F-2' j 14'6"12 I' 21 I 2 '3"8 1 2'5"4 1 2'8"12 I 2;5"4 1 2'5"4 1 2'1"12 _1 2,1" 4'4"8 6'9"12 9'6"8 111112 14'5" 16'6"12 Loading Criteria(ps0 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 Ulf Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pi:NA Ce:NA VERT(LL): 0.045 E 999 240 0 1408 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.082 E 999 180 I 781 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 I - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.012 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2010 RES Max TC CSI: 0.137 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.283 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.288 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 333 0 E-F 0 -940 I:NA GCpi:NA Plate Type(s): B-C 150 -474 F-G 0 -883 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0 -926 G-H 0 -512 Lumber Purlins D-E 0 -946 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purtins Maximum Bot Chord Forces Per Ply chord 2x4 SP M-30 to laterally brace chords as follows: ly(1 bs) Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 0.29 16.56 P-O 2 31 L-K 916 0 BC 120 0.00 16.56 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers 0-N 35 -283 K-J 580 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. N-M 542 -128 J-I 3 0 Nailnote The TC of this truss shall be braced with attached M-L 946 0 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. p' Webs :1 Row @ 4"o.c. P-0 142 -3 E-L 31 -73 Use equal spacing between rows and stagger nails A-0 136 -2 L-F 166 -94 in each row to avoid splitting. A-0 0 -384 F-K 2 162 Special Loads 0-B 0 -513 K-G 359 0 B-N 553 0 G-J 0 -329 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-C 0 -352 J-H 604 0 TC-From 200 plf at 0.29 to 200 plf at 2.00 C-M 522 0 H-I 0 380 TC-From 100 plf at 2.00 to 100 plf at 16.56 M-D 0 -204 BC-From 10 plf at 0.00 to 10 plf at 16.56 TC- 53 lb Conc.Load at 1.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers I Ties (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 FIZEMZECON PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17202/T104/FLAT 2nd Street Qty: 1 FROM: DRW: FG07 Wgt:221.2 lbs ... / ... 04/29/15 • 2'4"8 1'9"8 I 4'7°15 I 7'1"2 I 9'4"9 I 11'9"11 I 14'1"2 I 16'6"5 I 18'11"8 7" 2 3 7 2'S 3 2'3'7 2'5"3 2'3"7 2'5"3 2'5"3 A B C D 1112X4 III 2X4 E E G H TIII3S � � `• C � ����■�r �— �— M� —� — ■ 1 • n 101"2 R 1112X4 P 0 N M L K J 2' j 1611"8"8 1 2'1" I 2'3"7 I 2'5"3 i 2'5"3 I 21r11 f 2'5"3 f 2'5"3 I 2'1"11 , 2'1" 4'4'7 6'9"10 9'2"13 11'11"7 14'4"10 16'9"13 18'11"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.062 F 999 240 a 1476 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.109 F 999 202 J 915 I- I- /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 B - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.024 B - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.119 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.280 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.346 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 322 0 E-F 0 -1350 I:NA GCpi:NA Plate Type(s): B-C 109 -594 F-G 0 -1338 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1079 G-H 0 -1092 Lumber Purlins D-E 0-1337 H-I 0 -616 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply chord 2x4 SP M-30 to laterally brace chords as follows: y(Ib s) Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 0.00 18.67 R-40 2 -31 N-M 1350 0 BC 120 -0.29 18.67 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Q-P 52 -272 M-L 1143 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. P-0 673 -86 L-K 698 0 The TC of this truss shall be braced with attached O-N 1132 0 K-J 4 0 Nailnote spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp. Bat Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord u Webs :1 Row @ 4"o.c. p up. R-S 143 -3 N-E 0 -136 Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is A-S 136 -2 F-M 1 -126 in each row to avoid splitting. 1-8-0. A-Q 0 -369 M-G 338 -13 Special Loads Q-B 0 -563 G-L 0 -246 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-P 681 0 L-H 469 5 P-C 0 -395 H-K 0 -395 TC-From 200 plf at 0.29 to 200 plf at 2.00 C-0 512 0 K-I 728 0 TC-From 100 plf at 2.00 to 100 plf at 18.96 O-D 0 -277 I-J 0 -447 BC-From 10 plf at 0.00 to 10 plf at 18.96 D-N 370 0 Plating Notes All plates are 4X5 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17305/T69/FLAT 2nd Street Qty: 1 FROM: DRW: FG09 Wgt:47.6 lbs / ... 04/29/15 A =4X5 III 2X4 g 0o W2 — C 10'1"2 a›-. r C 3'11" A2X4 311" =4X5 ui 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 UdefI L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 895 /- i- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 642 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 C - - C Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.207 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.051 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.046 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -28 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 Purlins Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-C 29 0 Top chord 2x6 SP SS Dense to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 3.62 Maximum Web Forces Per Ply(Ibs) Webs 2x6 SP#2:W2 2x4 SP#3: BC 47 -0.29 3.62 Webs Tens.Comp. Webs Tens. Comp. 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. A-D 0 -443 B-C 0 -316 The TC of this truss shall be braced with attached A-C 0 1 Nailnote spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 3.50"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 pif at 0.00 to 50 plf at 3.92 BC-From 5 plf at 0.00 to 5 plf at 3.92 TC- 661 lb Conc.Load at 0.58,2.58 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 IMEECIIIMEI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17208/T79/FLAT 2nd Street Qty: 1 FROM: DRW: FG11 Wgt:61.6 lbs / ... 04/29/15 • A =4X5 III 4X4 B 1 rilli...1.1111 ililimmrserim 00 .,-. A Ai 1o'1"2 •►_. ►. . 1113 4 4'1" =4X5 A 4'1" B Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 D 2456 1- 1- 1- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 C 3377 /- /- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 C - - C Min Brg Width Req= 1.8 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings D&C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.618 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.461 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.138 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -120 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 Purlins Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purtins D-C 122 0 Top chord 2x6 SP SS Dense to laterally brace chords as follows: Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply Ibs Webs 2x6 SP#2:W2 2x4 SP#3: TC 24 0.00 4.08 IY( ) Lumber value set"13B"uses design values BC 49 0.00 4.08 Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC g at 2 "OC purlins es shown o chords f above or below fillers A-D 0 -543 B-C 0 -1430 PP Y at 24"OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached A-C 0 2 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Top Chord:2 Rows @ 2.50"o.c.(Each Row) Bot Chord:2 Rows @ 5.50"o.c.(Each Row) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 4.08 BC-From 5 plf at 0.00 to 5 plf at 4.08 TC-1872 lb Conc.Load at 2.25,3.75 BC-1864 lb Conc.Load at 1.13 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 r, Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIIIMECHECE PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17184/T99/FLAT 2nd Street Qty: 2 FROM: DRW: FG13 Wgt:67.2 lbs ... / ... 04/29/15 • 2'10"14 5'9"12 I I 2'10"14 2'10"14 4X5 II 2X4 -=-4X5 A B C T o co 1 a �.. 10'1°2 . F _ E D X4 2'10"14 4i 10 2'10"14 1112X4 112 2'10"14 5'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl lJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 240 F 320 /- /- /- /- /4.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.006 B 999 180 D 320 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 A - - F Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 A - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.100 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.025 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.102 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -197 B-C 0 -197 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 Hangers I Ties Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on F-E 3 0 E-D 3 0 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Bot chord 2x4 SP#2 Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer Maximum Web Forces Per Ply(Ibs) publication for additional information. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bearing at location x=5'6"12 uses the following A-F 0 -151 E-C 214 0 support conditions: A-E 214 0 C-D 0 -151 Nailnote Bearing D (5'6"12,101"2)HTU26-2 Supporting Member:(2)2x6 SP SS Dense B-E 0 -171 Nail Schedule:0.131"x3",min.nails (20)0.148"x3"nails into supporting Top Chord:1 Row @12.00"o.c. member, Bot Chord:1 Row @12.00"o.c. (14)0.148"x3"nails into supported Webs :1 Row @ 4"o.c. member. Use equal spacing between rows and stagger nails in each row to avoid splitting. Additional Notes Plating Notes Truss must be installed as shown with top chord up. Plates sized for a minimum of 4.00 sq.in.lpiece. The overall height of this truss excluding overhang is 1-8-0. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.81 BC 70 0.00 5.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epwE', Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17309/T7/FLAT 2nd Street Qty: 1 FROM: DRW: FG15 Wgt:114.8 lbs ... / ... 04/29/15 • 3'2"12 6'4"8 9'10" H 3'2"12 I 3'1"12 I 3'5"8 1112X4 4X8 A=--4X5 B C =4X5D I ....... ,A., ,_ j ! -8- \= _ i- ' 4_0_101 GG F III 2X4 3'2"12 -.H0510 3'7"4 =3X8 3, 1112X4 k 3'2"12 I 6'10" I- 9'10" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P,in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.017 C 999 240 H 809 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.027 C 999 180 E 776 /- I- I- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 E - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.005 E - - E Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.059 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.245 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.344 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -687 C-0 0 -612 I:NA GCpi:NA Plate Type(s): B-C 0 -687 Wind Duration:NA WAVE,HS 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 SS Dense to laterally brace chords as follows: H-G 16 0 F-E 16 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 702 0 Webs 2x6 SP#2:W2,W4,W6 2x4 SP#3: TC 24 0.00 9.83 BC 118 0.00 9.83 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-H 0 -396 C-F 0 -270 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails A-G 722 0 F-D 649 0 Top Chord:1 Row @ 9.75"o.c. B-G 0 -258 D-E 0 -379 Bot Chord:1 Row @12.00"o.c. G-C 3 -16 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 9.83 BC-From 5 plf at 0.00 to 5 plf at 9.83 TC- 199 lb Conc.Load at 0.79 TC- 221 lb Conc.Load at 2.79,4.79 TC- 201 lb Conc.Load at 6.79,8.79 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 IDECCEIMI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17374/T84/SY42 2nd Street Qty: 1 FROM: DRW: FGE02 Wgt:84.0 lbs ... / ... 04/29/15 I 1.2„$ ,I 1,2..8 I 1'2"8'I I_1'2"8 -11- 1'2"8_i I 1'2..8 I 1 'I I 1'2"8 I 1'2.'8 f----'I 1'2"8�'I I- -I A B C D E F G H I J K L T 22z1 M J 1 II 1 1 f 10'1"2 yI/ X / / - III2X4 F 14'5"4 H f 14'5"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Def1ICSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Y" 108 /- /- /- /- /173 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Y Min Brg Width Reg= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 L - - Bearing Y Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 L - - 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 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 H-I 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 E-F 0 0 K-L 0 0 Lumber End Vertical Attachment F-G 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,V Y-X 0 0 S-R 0 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. X-W 0 0 R-Q 0 0 approved 1/30/2013 by ALSC W-V 0 0 Q-P 0 0 V-U 0 0 P-O 0 0 Bracing U-T 0 0 O-N 0 0 Sheathing is required for any longitudinal(drag) T-S 0 0 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes Z-Y 0 -11 L-N 0 -25 All plates are 1X3 except as noted. A-Y 0 -57 N-M 0 -8 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-X 0 -146 G-S 0 -133 to laterally brace chords as follows: C-W 0 -131 H-R 0 -134 Chord Spacing(in oc) Start(ft) End(ft) D-V 0 -134 I-Q 0 132 TC 24 0.12 14.06 BC 120 0.12 14.06 E-U 0 -133 J-P 0 138 Apply purlins to any chords above or below fillers F-T 0 -133 K-0 0 -113 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 Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1 Atlantic3 Ply:1 SEQN:17378/T95/SY42 2nd Street Qty: 1 FROM: DRW: FGE04 Wgt:58.8 lbs ... / ... 04/29/15 • I— 1'2"8--I F-- 12"8 F–12„8---I I—1,2„8"I I-1,2„8--I f 1'2"8 I_1,2„8 1, A B C D E F G HI T3e Tj } 71 J io 1 n u ii 10'1"2 S. - 1 K III2X4 R Q P O N M L 1112X4 I 9'11" I I- 9'11” I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 360 S' 108 I- /- /- I- /118 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 S Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 I - - Bearing S Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 I - - 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 1 0 E-F 1 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 B-C 1 0 F-G 1 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 1 0 G-H 1 0 I:NA GCpi:NA Plate Type(s): D-E 1 0 H-I 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or S-R 0 -1 O-N 0 -1 Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire R-0 0 1 N-M 0 1 Webs 4x2 SP ff3 staples,through wide face:or(3)qty.16-Gauge,1' Q-P 0 1 M-L 0 1 Crown(minimum),1-1/2”length wire staples on each Lumber value set"13B”uses design values narrow face. P-0 0 -1 L-K 0 -1 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Sheathing is required for any longitudinal(drag) Webs Tens.Comp. Webs Tens. Comp. forces.All connections to be designed by the building T-S 0 -11 I-K 21 0 designer. A-S 0 -57 K-J 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-R 0 -146 F-N 0 131 Plates sized for a minimum of 4.00 sq.in./piece. C-Q 0 -131 G-M 0 -143 Purlins D-P 0 -134 H-L 0 -105 In lieu of structural panels or rigid ceiling use puffins E-O 0 -134 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 9.54 BC 113 0.13 9.54 Apply puffins 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 eP'E)\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 -._. Atlantic3 Ply:1 SEQN:17192/T108/SY42 2nd Street Qty: 1 FROM: DRW: FGE06 Wgt:53.2 lbs ... / ... 04/29/15 , H 1'2"8 H{--1'2"8 H H T2"8 H J-1'2"8 H H 1'2"8--I H 1'Z'8 ,� • A B C D E F GH T 2 Rr 1 1 1 ;� f, f 10i"2 1112X4 P 0 N M L K 1112X4 F. 8'6"12 I' 8,6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Q' 107 /- /- /- /- /102 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 H - - Bearing Q is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 H - - 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 E-F 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 B-C 0 0 F-G 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 using(3)qty.10d box or(0.1285(3"min)gun nails,or o-P 0 0 M-L 0 0 Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire p-O 0 0 L-K 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each O-N 0 0 K-J 0 0 Lumber value set"13B"uses design values narrow face. N-M 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building R-0 0 -9 H-J 22 0 designer. A-0 0 -56 J-I 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-P 0 -146 E-M 0 131 Plates sized for a minimum of 4.00 sq.in./piece. C-0 0 -131 F-L 0 -144 Purlins D-N 0 -134 G-K 0 -103 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 8.19 BC 97 0.13 8.19 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 Arneson Derek B Murray inECEUMEMN PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17399/T67/MONO 2nd Street Qty: 1 FROM: DRW: FT01 Wgt:98.0 lbs .. / ... 04/29/15 I 3,212 I 6' I 8' { 3'2"12 2'9"4 2' • 1112X4 F T 12 5 4.5 p 1IDT-11"4 T s5X7 D G N s3X4C ��1,,■E T =3X8(0 ib c, a2X4(C6)g E.A _ _ J:': 1 1_40:1 0'1"2 m4X5 1112X4 H miXS 81 7,6„8 1 3'4"8 2 7"8 I 2 I-1'6"8 I_ 3'4"8 I 6' 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl1CSI 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): 0.008 J 999 240 B 779 /- /_ /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.016 J 999 180 H 933 I- I- I- /- 1- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 H - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.004 H - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.308 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.268 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.251 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 157 -49 D-F 43 -46 I:NA GCpi:NA Plate Type(s): A-B 28 0 E-G 0 -443 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0 -423 Lumber Purlins Value Set:136(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#2 Chord Spacing(in oc) Start(ft) End(ft) B-J 389 0 I-H 6 0 Webs 2x4 SP#3 IC 24 -1.67 7.88 J-I 428 0 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.556' BC 96 -0.12 7.88 Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Hangers/Ties Nailnote Recommended hanger connections are based on B-C 0 -506 E-F 0 -168 Nail Schedule:0.131"x3",min.nails manufacturer tested capacities and calculations. D-J 73 0 E-I 0 -289 Top Chord:1 Row @ 8.25"o.c. Conditions may exist that require different D-E 0 -374 I-G 527 0 Bot Chord:1 Row @12.00"o.c. connections than indicated.Refer to manufacturer J-E 0 -95 G-H 0 -457 Webs :1 Row @ 4"o.c. publication for additional information. Use equal spacing between rows and stagger nails Bearing at location x=7'9" uses the following each row to avoid splitting. 9 g support conditions: Special Loads Bearing H (7'9",10'1"2)HTU26-2 Supporting Member:(2)2x6 SP SS Dense (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) (20)0.148"x3"nails into supporting TC-From 101 plf at -1.54 to 101 plf at 6.00 member, TC-From 201 plf at 6.00 to 201 plf at 8.00 (14)0.148"x3"nails into supported BC-From 10 plf at 0.00 to 10 plf at 8.00 member. TC- 210 lb Conc.Load at 6.00 TC- 231 lb Conc.Load at 7.09 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is 2-7-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ingrniCiala PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEAN:17406/T83/MONO 2nd Street Qty: 4 FROM: DRW: FT03 Wgt:103.6 lbs ... / ... 04/29/15 • 3'2"12 6'I I 8'5"8 { . 3'2"12 2'9"4 2'S"8 I112X4 F T 12 4.5 p E DT-11"4 = (5 I Li s5X7D T N 03X4C 0 IN 6X8 =3X8(0 _�_� - 2X4(C6)g - • J w4Xs -4X5 112X4 12"61 8' • -1 6"8 I 3'4"8 27.8 2'5"8 3'4"8 I 6' I 8'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.011 F 999 240 B 841 /- /- I- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.021 F 999 180 H 760 /- /- l- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 F - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.005 F - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings B&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2010 RES Max TC CSI: 0.225 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.296 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.304 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: B-C 142 -71 D-F 83 -53 I:NA GCpi:NA Plate Type(s): A-B 28 0 E-G 0 -562 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0 -491 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.54 8.46 B-J 451 0 I-H 4 0 It Slider 2x4 SP#3:BLOCK LENGTH= 1.556' BC 102 0.00 8.46 J-I 548 0 Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Nailnote B-C 0 -552 E-F 0 -301 Nail Schedule:0.131"x3",min.nails D-J 92 0 E-I 0 -302 Top Chord:1 Row @11.75"o.c. D-E 0 -433 I-G 638 0 Bot Chord:1 Row @12.00"o.c. J-E 0 -147 G-H 0 -369 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at -1.54 to 101 plf at 6.00 TC-From 101 plf at 6.00 to 101 plf at 8.46 BC-From 10 plf at 0.00 to 10 plf at 8.46 TC- 479 lb Conc.Load at 6.00 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is 2-7-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ez>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEEMMOINI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEAN:17482/T68/MONO 2nd Street Qty: 1 FROM: DRW: FT05 Wgt:75.6 lbs .. / ... 04/29/15 • 3' 4'812 6'5'8 l'" 3' I 1'8"12 I 1'8"12 12 4.5 p DT 2"4 =5X5D m4X5 T2 1112X4 F T _ -3X4 ill t TT B-3X8(0 _ N io fp =2X4(C6) 1 T t_ tali 1 1 i ■ r_ - 10.1..2 A =4X5 1 `}/ =3X8 I- $ -1- 6' 1 1,6..8 I 3'5"8 I 6 5„8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.016 D 999 240 B 1797 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 D 999 180 G 1642 /- /- /- 1- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 G - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.013 G - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings B&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.347 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.592 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.281 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 36 -356 D-E 0 -1211 I:NA GCpi:NA Plate Type(s): A-B 28 0 E-F 0 -15 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1429 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x6 SP SS Dense: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) B-H 1286 0 H-G 968 0 Webs 2x6 SP#2:W2,W3 2x4 SP#3: TC 24 -1.54 6.46 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.556' BC 78 0.00 6.46 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-C 0-1245 E-G 0 -1189 Nailnote D-H 0 -294 F-G 0 -82 Nail Schedule:0.131"x3",min.nails H-E 307 0 Top Chord:1 Row @ 3.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00)• TC-From 101 plf at -1.54 to 101 p1/at 3.00 TC-From 201 plf at 3.00 to 201 plf at 6.46 BC-From 10 plf at 0.00 to 10 plf at 6.46 TC-2186 lb Conc.Load at 3.50 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes 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 Coun,Suite 402,Jacksonville,FL 32224-904.821.5200 epvE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEAN:17487/T2/MONO 2nd Street Qty: 1 FROM: DRW: FT07 Wgt:75.6 lbs ... / ... 04/29/15 3' 4'8"12 6'5"8 - 3' I 1'8"12 I 1.8"12 12 4.5 2 DT 2"4 =',4X5 -5X5D CI III 2X4 F T �3X4C OM i T T `" ( )B 3X8(0 ,��I��- `� =2X4 C6 �� ! ■■ I (V i . tiiti∎ JI_ t+.101"2 A H =4X5 G 3X8 I- 81- 6' i I-1'6"8 I 3 5'8 6'5"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.016 D 999 240 B 1785 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 D 999 180 G 1631 I- I- I- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 G - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.013 G - - G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.344 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.587 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.279 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 38 -353 D-E 0 -1202 I:NA GCpi:NA Plate Type(s): A-B 28 0 E-F 0 -15 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1418 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x6 SP SS Dense: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) B-H 1276 0 H-G 960 0 Webs 2x6 SP#2:W2,W3 2x4 SP#3: TC 24 -1.54 6.46 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.556' BC 78 0.00 6.46 Apply purtins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-C 0-1237 E-G 0 -1180 Nailnote D-H 0 -291 F-G 0 -82 Nail Schedule:0.131"x3",min.nails H-E 305 0 Top Chord:1 Row @ 3.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at -1.54 to 101 plf at 3.00 TC-From 201 plf at 3.00 to 201 plf at 6.46 BC-From 10 plf at 0.00 to 10 plf at 6.46 TC-2164 lb Conc.Load at 3.50 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes 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 inECIXECONI PE No.60839 PE No.58544 PE No 71457 Atlantic3 Ply:1 SEQN:17329/T82/GABL 2nd Street Qty: 1 FROM: DRW: GE02 Wgt:25.2 lbs ... / ... 04/29/15 • 1'10"12 I 6' 1'10.12 4.14 • 112X4 0 T 12 1 T 4.5 i 3X3 m 3X8(CiC N A T i I ( A _ 1"2 ' 10 1I1--r'1r-'j- 114X5 Ink 56"8 1 h-1'6-8 I 6, I (NNL) I--4' -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI 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 Cc:NA VERT(LL): 0.039 C 999 240 B 331 /85 /194 /- /94 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 C 873 180 B* 29 /59 172 /- /- /63.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.021 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.443 Bearings B&B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.333 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.215 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): B-C 547-1222 B-C 1109 -589 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 33 0 C-D 31 -81 Lumber Additional Notes Value Set:136(Effective 6/1/2013) Stacked top chord must NOT be notched or cut in Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 area(NNL).Attach stacked top chord(SC)to Chords Tens.Comp. Bot chord 2x4 SP#2 dropped top chord in notchable area using 3x4 Webs 2x4 SP#3 tie-plates 24"o.c.Center plate on stacked/dropped B-E 14 19 :Stack Chord SC1 2x4 SP#2: chord interface,plate length perpendicular to chord length.Splice top chord in notchable area using 3x6. Maximum Web Forces Per Ply(Ibs) Lumber value set 13 by LS design values The overall height of this truss excluding overhang is Webs Tens.Comp. approved 1/30/2013 by ALSC 2-3-8. g g 9 D-E 231 -123 Plating Notes All plates are 2X4(C6)except as noted. Plates sized for a minimum of 4.00 sq.in.lpiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: . Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 6.00 BC 72 0.00 6.00 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. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17212/T51/HIP_ 2nd Street Qty: 2 FROM: DRW: HJ02 Wgt:39.2 lbs ... / ... 04/29/15 6'6"9 I 910 1 . 6'6"9 3'3"8 D 25'5"6 12 %2X4 C 4.24 p a. v M io -v =2X4(A5R)B G ��q; 21'11" A i 3 E F-2'2"3 1- 97"9 (� 9'7"9 919"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def ICSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.024 E 999 240 B 268 /256 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 E 999 180 E 344 /180 I- I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 E - - D 6 /2 /- /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.027 E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.62 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.501 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.781 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.292 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber Wind A-B 21 -14 C-D 62 -74 Value Set:138(Effective 6/1/2013) Wind loads and reactions based on MWFRS. 8-C 303 -340 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Lumber value set"13B"uses design values 3-9-14. B-E 329 -252 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 0 plf at -2.18 to 55 plf at 0.00 C-E 311 -395 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -34 lb Conc.Load at 1.52 TC- 107 lb Conc.Load at 4.35 TC- 223 lb Conc.Load at 7.18 BC- 5 lb Conc.Load at 1.52 BC- 73 lb Conc.Load at 4.35 BC- 133 lb Conc.Load at 7.18 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.18 9.84 BC 115 0.15 9.70 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 Atlantic3 Ply:1 SEQN:17321/T27/HIP_ 2nd Street Qty: 1 FROM: DRW: HJ04 Wgt:9.8 lbs ... / ... 04/29/15 • 12 C - 4.24 i � 0 22'8"2 2X4(A1)g 0 21'11" FTC A 11111..- 11 D 2' 2'2"3 ei i 2' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CBI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 118 /154 /176 /- /60 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 14 /17 /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C -16 /31 /33 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.23 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.677 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.157 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: 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 A-B 21 0 B-C 27 -14 Value Set:136(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 2.00 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 2.00 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 -2.18 2.00 BC 22 0.15 2.00 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 1-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 Atlantic3 Ply:1 SEAN:17222/T54/HIP_ 2nd Street Qty: 1 FROM: DRW: HJ07 Wgt:15.4 lbs ... / ... 04/29/15 12 - 4.24 p B ,, 7- el _ 25'5"6 T 1112X4 A T ' io to HB 3'2"13 ZD N I • y 1�• . 21'11" 1112X4 D C 8 3'6"5 k8 3'7 13 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 249 /133 /- I- /- /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 53 /- 111 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 124 /96 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:25.12 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.371 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.157 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.043 A-B 48 -60 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Chords Tens.Comp. Lumber Additional Notes D-C 0 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-9-14' Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values A-D 145 -181 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 3.53 BC-From 10 plf at 0.00 to 10 plf at 3.53 TC- 111 lb Conc.Load at 0.87 BC- 67 lb Conc.Load at 0.87 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 3.53 BC 42 0.00 3.53 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray FECEIMIEECINI PE No.60839 PE No.58544 PE No 71457 Atlantic3 Ply:1 SEAN:17347/T64/HIP_ 2nd Street Qty: 4 FROM: DRW: HJ09 WO:39.2lbs .. / ... 04/29/15 F- 6'6"9 I 9'10"1 I 6'6"9 3'3"8 D i, - 4)12'7"8 12 12X4 C 4.24 • v o>f is 1 c 3X4(A 1)B . ��., 9'1"2 A 3E I-2'2"3 9 8 1 9'8" 9?�1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions fibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LM# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 E 999 240 B 268 /205 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 E 999 180 E 344 /125 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 E - - D 6 /- /1 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.027 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.504 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.781 0 Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.292 Bearing B 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 21 -10 C-D 44 -74 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 228 -340 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Lumber value set"13B"uses design values 3 S 14. B-E 329 -184 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 C-E 228 -395 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -34 lb Conc.Load at 1.52 TC- 107 lb Conc.Load at 4.35 TC- 223 lb Conc.Load at 7.18 BC- 5 lb Conc.Load at 1.52 BC- 73 lb Conc.Load at 4.35 BC- 133 lb Conc.Load at 7.18 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 -2.18 9.84 BC 115 0.15 9.70 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 Atlantic3 Ply:1 r SEAN:17313/T46/HIP_ 2nd Street Qty: 1 FROM: DRW: HJ11 Wgt:12.6 lbs ... / ... 04/29/15 • 12 C • 4.24 2210"2 2X4(A5R ° B CV ti 42 / O i 21'11" ►T A ~�� D F3 2'2"3 2'5"10 2'5"10 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL):NA B 123 /144 /170 /- /68 17.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 23 /13 /26 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 7 /25 /23 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.31 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.678 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.168 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. 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 21 0 B-C 13 -27 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"138"uses design values B-0 0 0 approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 2.47 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 2.47 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 -2.18 2.47 BC 28 0.15 2.47 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-2-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17182 T35/EJAC 2nd Street Qty:4 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 04/29/15 • C 12 27'11"15 6 ti i2X4(A1) B T N 26'5" A ►=� D 3' 1'6"8 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 226 /108 /152 /- /110 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /1 /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 53 /57 /23 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.15 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.616 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.095 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 41 0 B-C 24 -78 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 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 purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 3.00 BC 34 0.15 3.00 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 1-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 eP7 ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17196/T41/JACK 2nd Street Qty: 8 FROM: DRW: J04 Wgt:12.6 lbs ... / ... 04/29/15 • C • 12 g 23'5"15 6 T 0 2X4(A1) B N 1 CV 4;7 .W111.11M1111MIN 01.-=.4 CI 21'11" A ► D 1-____ 1.6..$ 1 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 226 /89 /154 /- /97 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /1 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 53 /50 /25 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.65 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.374 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.090 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 41 0 B-C 24 -54 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 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 -1.54 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10.7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include 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 Atlantic3 Ply:1 SEQN:17198/T48/JACK 2nd Street Qty: 9 FROM: DRW: J05 Wgt:18.2 lbs ... / ... 04/29/15 • C 11 24'5"15 6 12 CV M ti M 2X4(A1)g 11 21'11" A �� D 1'6'8 1 s' 5' 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):NA B 279 /103 /178 /- /145 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - C 111 /97 /59 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.15 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code:FBC 2010 RES Max TC CSI: 0.516 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.310 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 41 0 B-C 50 -94 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 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 -1.54 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17323/T36/EJAC 2nd Street Qty: 1 FROM: DRW: J07 Wgt:5.6 lbs / ... 04/29/15 • 12• 6 B 22'8"11 3X4(A1 A DIMINE 21'11" C 1'5"8 1'5"8 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 I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 53 /12 /27 I- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 18 /2 /9 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 32 /27 /18 /- l- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.65 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: 0.057 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.035 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 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. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 14 -39 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 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 1.46 BC 16 0.15 1.46 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 1-1-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No 60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17294/T58/MONO 2nd Street Qty: 1 FROM: DRW: J09 • Wgt:8.4 lbs ... / ... 04/29/15 12 C• 2XB(A1) N. O b 21'11" A P D 1--- 1'6"8 1'2" * 1'2" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.007 C 999 98 B 220 /99 /169 /- /54 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.010 C 999 98 D -50 /58 /54 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.006 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.19 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.199 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 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 41 0 B-C 0 -18 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 0 0 Bot chord 2x4 SP#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 -1.54 1.17 BC 12 0.15 1.17 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 0-11-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray EIZIEMZECIEEI PE No 60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17339/T55/JACK 2nd Street Qty: 8 FROM: DRW: J11 Wgt:5.6 lbs ... / ... 04/29/15 • 12 C • 6 2X4(A1) 1, A, 9'8"1 g o MI MIEN `_'� gmik 9'1"2 A ►= D \I 1' 1'6"8 --I-) 1' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 231 /83 /179 /- /39 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 3 /20 /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -52 /51 /38 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.540 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: 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 A-B 41 0 B-C 63 -37 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"138"uses design values B-D 0 0 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 -1.54 1.00 BC 10 0.15 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 0-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17343/T61/JACK 2nd Street Qty: 8 FROM: DRW: J13 Wgt:18.2 lbs ... / ... 04/29/15 • C 1;1 11'8"1 6 12 CV Ch 1\ 2X4(A1)g 1;1 t 9'1"2 A D �-- 1'6"8 1 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL):NA B 279 /63 /179 /- /110 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 I- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 111 /70 /63 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.007 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.465 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.310 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Lumber A-B 41 0 B-C 50 -87 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 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 -1.54 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 ep:;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMECEIDIWI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17337/T65/MONO 2nd Street Qty: 5 FROM: DRW: J15 Wgt:26.6 lbs ... / ... 04/29/15 • 1112X4 0 _ 4.5 I 12 I T 3X4 C io N 3X8(C6 0 N Z 2X4(C6)g I A i_ 10'1"2 •;i E 1112X4 I- 1'6"8 I- 5'10"8 -I 5'1 0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 328 /84 /192 /- /94 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 145 /62 /70 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.035 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 E Min Brg Width Req= - Sofft: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.471 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.318 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.159 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 490 -527 C-D 27 -55 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 33 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 B-E 14 -14 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.556' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSO Plating Notes B-C 494 -543 D-E 144 -115 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 5.88 BC 71 0.00 5.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-6-11. 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 IiiinSCIKETI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17192/T90/HIPS 2nd Street Qty: 2 FROM: DRW: T01 Wgt:33.6 Ibs ... / ... 04/29/15 3' 1 3'11"I 6'11" 3' 11" 3' ///4X5 12 01114X5 D 6V ill 0 I =2X4 Al B -CO ( ) E=2X4(A1) 1 / .. U 0 i r$26'5" A H F • III2X4 GIII2X4 3'1"12 7'•8I 3'1"12 1'6"8 1 3.1"12 13.9"d 6'11" 1 1'6"8--I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.008 H 999 240 B 485 /287 I- I- l- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 H 999 180 E 485 /287 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.007 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:27.15 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: 0.213 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.200 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.030 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 41 -30 D-E 307 -554 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 307 -554 E-F 41 -30 Lumber Wind C-D 243 -463 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is B-H 455 -244 G-E 455 -244 Lumber value set"13B"uses design values 1-10-7. H-G 463 -243 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.54 to 56 plf at 3.00 C-H 79 0 G-D 79 0 TC-From 56 plf at 3.00 to 56 plf at 3.92 TC-From 56 plf at 3.92 to 56 plf at 8.46 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 3.01 BC-From 5 plf at 3.01 to 5 plf at 3.91 BC-From 10 plf at 3.91 to 10 plf at 6.92 BC-From 4 plf at 6.92 to 4 plf at 8.46 TC- 80 lb Conc.Load at 3.01,3.91 BC- 87 lb Conc.Load at 3.01,3.91 Plating Notes Plates sized for a minimum of 4.00 sq.in.lpiece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 8.46 BC 79 0.15 6.77 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 Atlantic3 Ply:1 SEQN:17229/T45/FLAT 2nd Street Qty: 1 FROM: DRW: T03 Wgt:63.0 lbs ... / ... 04/29/15 5'2"8 I 10'5„ 5'2"8 52"8 A 4X5 IIIX4 =4X8 a r` 0 N ' 21'11" 14X5 5,2"8 °4X10 5'2"8 111425 52"8 10'5" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.013 B 999 240 F 333 /178 /131 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 B 999 180 D 333 /178 /131 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.004 A - - F Min Brg Width Req= - NCBCLL:10.00 Mean Height:24.78 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.322 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.186 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.170 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 230 -409 B-C 230 -409 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on F-E 10 -6 E-D 10 -6 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Bot chord 2x4 SP#2 Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer Maximum Web Forces Per Ply(Ibs) publication for additional information. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values Bearing at location x=0' uses the following approved 1/30/2013 by ALSC rt conditions: g A-F 229 -311 E-C 447 -253 support Plating Notes Bearing F (0',21'11")LUS26 A E 447 -253 C-D 229 311 Supporting Member:(1)2x6 SP SS Dense B-E 263 -338 Plates sized for a minimum of 4.00 sq.in./piece. into supporting member, Purlins into supported In lieu of structural panels or rigid ceiling use purtins member. to laterally brace chords as follows: Bearing D (102",21'11")LUS26 Chord Spacing(in oc) Start(ft) End(ft) Supporting Member:(1)2x6 SP SS Dense TC 24 0.00 10.42 into supporting BC 120 0.00 10.42 member, Apply purtins to any chords above or below fillers into supported at 24"OC unless shown otherwise above. member. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. 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 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epwE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIRIMEIZECIffi PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEAN:172141 T39/COMN 2nd Street Qty: 1 FROM: DRW: T05 Wgt:408.8 lbs .. / ... 04/29/15 7' + 12'3"10 j 17' I1I7 '.8 22'7"6 ) 27'11" ) 34'11" 7' 5'3"10 4'8"6 5 5'1"14 5'3"10 7' I ..6X10 •4X5 ..4X5 04X5 ..6X10 12 C D T2 EF it2X4 G T3 H T 67 �' T I - 1 s4X8(A8R)6 � A00,01!" 3 1i I..4X8(A8R)o III2 4 ..:X8 ..4X10 ..8 8 KM 4 .. w 21'11" 1'6"8 7'1"12 4'10"4 5'5"8 5'5"8 4'10"4 7'1"12 1'6"8 1 1 7'1"12 I 17 ) 17'5"8 I 2711" I 27'9"4 I 34'11" 1 '1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.219 F 999 415 B 3123 /1586 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.421 F 987 415 I 3123 /1586 /- I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.100 K - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:23.65 ft Code I Mist Criteria Creep Factor:1.5 I Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.242 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.324 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 21 -12 F-G 2091 -4122 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 1601 -3138 G-H 2024 -3972 Lumber Purlins C-D 2024-3972 H-I 1601 -3138 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-E 2091 -4122 I-J 21 12 to laterally brace chords as follows: E-F 2091 -4122 Top chord 2x4 SP M-30 y :T2,T3 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x6 SP SS Dense TC 24 -1.54 36.46 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3:W2,W8 2x4 SP#2: BC 108 0.15 34.77 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set"138"uses design values at 24"OC unless shown otherwise above. B-0 2778-1413 M-L 4001 -2043 approved 1/30/2013 by ALSC O-N 2789-1416 L-K 2789 -1416 Wind N-M 4001 -2043 K-I 2778 -1413 Nailnote Wind loads and reactions based on MWFRS. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp.Chord:1 Row @12.00"o.c. p p Webs 1 Row @ 4"o.c. The overall height of this truss excluding overhang is C-O 268 59 M-G 145 57 Use equal spacing between rows and stagger nails 3-10-7. C-N 1433 -737 G-L 235 -354 in each row to avoid splitting. N-D 235 -354 L-H 1433 -737 Special Loads D-M 145 -57 K-H 268 -59 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F-M 66 -120 TC-From 56 pet at -1.54 to 56 plf at 7.00 TC-From 56 plf at 7.00 to 56 plf at 27.92 TC-From 56 plf at 27.92 to 56 plf at 36.46 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 34.92 BC-From 4 plf at 34.92 to 4 plf at 36.46 TC- 171 lb Conc.Load at 7.01,27.91 TC- 164 lb Conc.Load at 9.06,11.06,23.85,25.85 BC- 440 lb Conc.Load at 7.01,27.91 BC- 96 lb Conc.Load at 9.06,11.06,23.85,25.85 BC- 753 lb Conc.Load at 12.19,22.73 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 AP7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17240/T16/COMN 2nd Street Qty:2 FROM: DRW: 107 Wgt:179.2 lbs .. / ... 04/29/15 7'6" I 11' } 17'5"8 ' 23'11" 27'5" 34'11" 76" 36" 6'S"8 6'5"8 I I 3'6" 7'6" I 1X7 Itl3X3 5x 1 E F 7 12 C I 6 12 2X4 >.%,4444.4%iii444444466%66.440.44 .1 2X4 /,./o Y E4X4(A2)B A r� v4X4(A2) /� l4X�M�.t a 7 n811 r\ 21'11" N.3X8 Ka4x5 16"8 11' l' 5'5"8 5'5"8 1'I 11' 1'6"8 1 11' (12'j 17'5"8 ( 22'11" 23'1'1" 34'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.145 E 999 415 B 1239 /401 /604 /- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.281 E 999 415 H 1239 /401 /604 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.109 J - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.65 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: 0.671 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Sparing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.273 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 E-F 985 -1792 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 976-2031 F-G 919 -1772 Lumber C-D 919-1772 G-H 975 -2031 Value Set:13B(Effective 6/1/2013) D-E 985-1792 H-I 41 0 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. Lumber value set"138"uses design values B-N 1737 -719 L-K 1536 -576 approved 1/30/2013 by ALSC N-M 1536 -549 K-J 1536 -576 Plating Notes M-L 1536 -549 J-H 1737 -746 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-N 248 -294 L-F 405 -205 to laterally brace chords as follows: D-N 377 -123 F-J 377 -122 Chord Spacing(in oc) Start(ft) End(ft) D-L 405 -206 J-G 247 -294 TC 24 -1.54 36.46 E-L 267 -398 BC 93 0.15 34.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILECEIMCCE PE No.60839 PE No.58544 PE No 71457 Atlantic3 Ply:1 SEQN:172441 T18/COMN 2nd Street Qty: 2 FROM: DRW: T09 Wgt:182.0 lbs ... / ... 04/29/15 7'4"10 15' 19'11" 27'6"6 3411" T4"10 7'7"6 I 4'11" 7'7.6 I 7'4"10 aax7 $ C5 s , 12 411T8 6 (� g6X8� (a) n in I (a) (a) =4X5(A2)B Gm4X5(A2) =7 A/! 1112X4 T8 a 4X5 $• 8 $ 2X4 \H 21'11" N M L K J I 1'6"8 7'4"13 4'7"3 3' 4'9'4 3'1"12 47"3 7'4"13 1'6"8 1 7'4"13 17 15' j 19'9"4 I 1-�- 27'6"3 I 34'11" 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 U# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 L 999 415 B 1281 /395 /605 /- /239 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.267 L 999 415 G 1276 /395 /605 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.118 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.65 ft Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.621 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.223 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 E-F 789 -1621 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 931 -2164 F-G 930 -2155 Lumber Additional Notes C-D 792-1638 G-H 41 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 787-1368 Top chord 2x4 SP#2 7-10-7. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 p Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-N 1860 -685 K-J 1850 -713 approved 1/30/2013 by ALSC N-M 1859 -686 J-I 1850 -713 M-L 1859 -686 I-G 1851 -712 Bracing L-K 1376 -399 (a)Continuous lateral restraint equally spaced on member. 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. N-C 230 0 K-E 363 -133 C-L 329 -553 K-F 330 -558 Purlins D-L 371 -113 F-I 232 0 In lieu of structural panels or rigid ceiling use purlins D-K 186 -218 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.46 BC 97 0.15 34.77 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. 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 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 Atlantic3 Ply:1 SEQN:17264/T20/COMN 2nd Street Qty: 5 FROM: DRW: T11 Wgt:180.6 lbs ... / ... 04/29/15 • 7'4"6 175"3 115"8 275'13 27'610 34'11- 7'4"6 5'0"13 5'0-5 5'0"5 5'0'13 7'4"6 E=5X5 �SXS D/ `F�5X5 12 6 p b S5X5; ,15X5 \ / biE a4X5(A2)8 Hs4X5(A2) A• , =4X5 =111/.1 0 = "1 =463110 =4X5 \ 2111" N M I. K J 1'6"8 8'8"2 3'3"4 5'5"8 5'5"8 33"4 8'812 1'6"8I1 " I I " I " ` 262"4 " 1 {882 17 175 8 2211 3411" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.168 L 999 415 B 1369 /257 /598 /- /270 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.304 L 999 415 H 1369 /257 /598 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.121 J - - B Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:26.26 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.6 Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.609 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.670 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 E-F 718 -1554 Wind Duration:1.60 WAVE,HS VIEW Ver..15.01.00.0226.12 B-C 868-2348 F-G 914 -2209 Lumber C-D 914-2207 G-H 869 -2349 Value Set:13B(Effective 6/1/2013) D-E 717-1554 H-I 41 0 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-N 2018 -621 L-K 1667 -468 approved 1/30/2013 by ALSC N-M 1667 -447 K-J 1667 -468 M-L 1667 -447 J-H 2019 -643 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-N 230 -298 L-F 318 -541 to laterally brace chords as follows: N-D 502 -190 F-J 504 -189 Chord Spacing(in oc) Start(ft) End(ft) D-L 318 -540 J-G 231 -298 TC 24 -1.54 36.46 E-L 1047 -417 BC 117 0.15 34.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 9-1-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17238/T32/SPEC 2nd Street Qty: 1 FROM: DRW: T13 Wgt:194.6 lbs ... / ... 04/29/15 I 33" ' 53' I 125" 1 14'1"9 19'5"8 I 25'1"13 I 27T15I 30'10"3 I 36'6"8 3'3" 2' 7'3" 1'7" 5'3'15 5'8"5 2'6'2 3'2'3 5'8"5 G•5X5 //3X8� -' \ H 5X5 '5X5 �/ !: a M G `13X8 �� I12 3X3 ii 6 1 - s5X5 p C sx7 T (a) �T •4X5(A2)�!� K•SXS(82) 1 A/. _-. •� - - ems, _e'11- O PO N M L 15"8 3'6'8 85"6 7'4"10 Sr' 3'5"8 8'6"8 1 3'6'8 j 12'0'14 ) 19'5"8 j 24'6"8 l 28' I- 365"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) 001/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): 0.238 0 999 436 B 1333 /260 /621 /- /254 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.449 0 971 436 K 1270 /239 /536 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.099 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.187 L - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:26.26 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.811 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.693 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.65 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 808 -1546 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 1018-2299 G-H 799 -1565 Lumber - Wind C-D 999-2168 H-I 952 -2045 D-E 1054-2298 I-J 942 -2126 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 785•1588 J-K 997 -2331 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply Ibs Webs 2x4 SP#3 IY( 1 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 9-1-3. B-Q 1993 -859 N-M 1705 -613 Bracing Q-P 3182-1506 M-L 1705 -613 P-0 3182-1506 L-K 2002 -798 (a)Continuous lateral restraint equally spaced on 0-N 1970 -774 member. Maximum Web Forces Per Ply Ibs Plating Notes ( ) Webs Tens.Comp. Webs Tens. Comp. (++)-This plate works for both joints covered. Plates sized fora minimum of 4.00 sq.in./piece. C-Q 1030 -483 0-N 997 468 Q-D 796-1427 N-H 312 -557 Purlins D-0 747-1231 H-L 348 -113 In lieu of structural panels or rigid ceiling use purlins O-E 435 -132 L-J 236 241 to laterally brace chords as follows: E-N 474 -793 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.54 BC 90 0.15 36.48 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 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)wE , Michael G Kozlowski Jeffrey P Ameson Derek B Murray inEIEEZEMIED PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17256/T102/SPEC 2nd Street Qty: 1 FROM: DRW: T15 Wgt:189.0 lbs ... / ... 04/29/15 73" 83" 14'4"4 19'5"8 25'1"4 277'15 30'10'12 386"8 I 7'3" Y ( 5'1"4 5'1"4 57"12 2'6"11 3'2"13 5712 { F=5X5 I 05X5�/'"%4111441%41144,,4%....G 4,5x5 H%3X8 ✓ or \ /• T sx7 t ;, g 2X4 m tn in I =4X5(A2)B / =5X5(82)\I I M A00000_, a a , rte, 21',1" 87 '7 mtla 110 '/ mFI6310 4X5 0 N M L K 1'6"8 9'1"4 2'10"12 7'5"8 51" 3'5"8 85"8 I— ! 9'1"4 ( 12" I 135"8 I 24'6"8 I 28 j 36'6"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.221 E 999 436 B 1426 /260 /624 /- /254 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.400 E 999 436 J 1331 /239 /539 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.084 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.153 K - - B Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:26.26 ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.814 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.886 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.65 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 820 -1714 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.00.0226.12 B-C 1042-2469 G-H 974 -2159 Lumber Wind C-0 1126-2518 H-I 964 -2241 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 1374-2705 I-J 1022 -2449 E-F 839-1705 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP M-30:B1 2x4 SP#2: Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) We Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 9-1-3. B-O 2123 -868 M-L 1823 -633 0-N 1920 -696 L-K 1823 -633 Bracing N-M 1920 -696 K-J 2109 -821 (a)Continuous lateral restraint equally spaced on member. 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-0 880 -324 F-M 1179 -522 O-D 736-1402 M-G 320 -535 Purlins 0-E 1018 -495 G-K 313 -112 In lieu of structural panels or rigid ceiling use purlins E-M 445 -711 K-I 236 -244 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.54 BC 114 0.15 36.48 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 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 Atlantic3 Ply:1 SEQN:172601 T26/SPEC 2nd Street Qty: 1 FROM: DRW: T17 Wgt:194.6 lbs ... / ... 04/29/15 • 1 39 0 ) 59 8 1 12'9'4 ) 19'9_8 ) 25'1'0 1 277"151 3010-12 1 36'6.8 ) 3'9.8 2' 6'11"12 6'8-4 57"12 2'6"11 37 13 57"12 F=5X5 I E ,`GAl y5X5 r i 3X8 N t. 12 �SX5 p X4 t 6 C 5X7 T I M 1 3t A��I, _ _ =SX 82-Al IV' =4X A2 ) 2111" 4X5 �H.3 �(") "-7 • 10 m4X5 P 045 M L K - 16.8 4'1" T9• 17 2 8'1112 5'1" 3'5.8 878 1 4'1" 1 11'10" 12'12 19'5"8 1 24'6"8 1 28' 1 3678 1 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 L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.229 N 999 436 B 1335 /260 /621 /- /254 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.433 N 999 436 J 1272 /239 /536 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.184 K - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:26.26 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.813 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.708 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.65 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): ,A-B 41 0 F-G 803 -1568 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 1034-2313 G-H 954 -2048 Lumber Loading C-D 1008-2151 H-I 943 -2130 Value Set:138(Effective 6/1/2013) Truss passed check for 20 psf additional bottom E-E 1812-1286 I-J 1002 -2338 Top chord 2x4 SP#2 chord live load in areas with 4T'-high x 24"-wide E-F 812-1586 Bot chord 2x4 SP#2 clearance. Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSO B-P 2005 -874 M-L 1706 -615 9-1-3. P-0 2989-1404 L-K 1706 -615 Bracing 0-N 2989-1404 K-J 2009 -803 (a)Continuous lateral restraint equally spaced on N-M 1939 -761 member. Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (•")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-P 995 -465 F-M 1009 -478 requirements. P-D 710-1276 M-G 313 -558 Plates sized for a minimum of 4.00 sq.in./piece. D-N 663-1078 G-K 350 -111 N-E 434 -143 K-I 237 -243 Purlins E-M 466 -771 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.54 BC 94 0.15 36.48 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEMEEE PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEQN:17325/T34/COMN 2nd Street Qty: 1 FROM: DRW: T19 Wgt:421.4 lbs ... / ... 04/29/15 878 9'5"` 13'11"10 18'6"4 ,19'1" 23'2"10 2711" 34'11" 8'2"8 {12"8 4'6"10 ( 4'6"10 '10"12 3'9"10 4'8'6 7' C 12X4 =4X5 m4X5 ft 8X8 T 12 5X5 6X8ISRSI E T3 F G�4 H T4 I 6 I T N r (` 9 _-- -'_ TS J iy 5, I �4X5(A1) _ _ _ 4X8(A8R) I T7 A/% _ Iii \K 1 �21'11- f R =C s4PX10 v4OX5 w. •N 1('•) BL 4 41X5 F--1'6"8 8'4"4 I 3'7"12 ) 11119 4'10"2 4'0"10 4'3'2 I 7'1"12 `1'6-I 8'4'4 12' 13'11" 18'9"12 2210"6 3''2 2T9"4 34'11" • 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 Udef L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.238 0 999 415 B 2445 /1079 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.455 0 912 415 J 3615 /1527 /- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.104 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.95 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.533 Bearings B&J 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:Yes Max Web CSI:0.574 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 21 -12 F-G 1910 -4444 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.00.0226.12 B-C 1023-2345 G-H 1910 -4444 Lumber Special Loads C-D 1004-2340 H-I 1819 -4284 D-E 1651 -3849 I-J 1556 -3738 Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) E-F 1651 -3848 J-K 21 -12 Top chord 2x4 SP#2 TC-From 56 plf at -1.54 to 56 plf at 8.21 :13,14 2x6 SP SS Dense:35 2x4 SP M-31: TC-From 56 plf at 8.21 to 56 plf at 9.42 Bot chord 2x6 SP SS Dense TC-From 56 plf at 9.42 to 56 plf at 16.48 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3:W1 2x4 SP#2: TC-From 28 plf at 16.48 to 28 plf at 27.92 Chords Tens.Comp. Chords Tens. Comp. TC-From 56 plf at 27.92 to 56 plf at 36.46 Lumber value set"13B"uses design values BC-From 4 plf at -1.54 to 4 plf at 0.00 B-R 2057 -888 O-N 4314 -1841 approved 1/30/2013 by ALSC BC-From 10 plf at 0.00 to 10 plf at 16.48 R-Q 2703-1164 N-M 4314 -1841 BC-From 5 plf at 16.48 to 5 plf at 27.91 Q-P 2703-1164 M-L 3341 -1379 Nailnote BC-From 10 plf at 27.91 to 10 plf at 34.92 P-Q 4426 -1908 L-J 3312 -1371 Nail Schedule:0.131"x3",min.nails BC-From 4 plf at 34.92 to 4 plf at 36.46 Top Chord:1 Row @ 12.00"o.c. TC- 164 lb Conc.Load at 18.48,20.48,22.48,24.48 Bot Chord:1 Row @12.00"o.c. TC- 196 lb Conc.Load at 27.91 Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. BC- 888 lb Conc.Load at 16.48 Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails BC- 96 lb Conc.Load at 18.48,20.48,22.48,24.48 C-R 1880 -772 F-O 216 21 in each row to avoid splitting. BC-1742 lb Conc.Load at 26.48 R-D 843-1964 O-H 165 88 BC- 92 lb Conc.Load at 27.91 Plating Notes D-P 1435 -610 H-M 257 -357 1 plate(s)require special positioning.Refer to Wind E-P 94 -760 M-I 1195 -592 scaled p ( ) q p p it Wind loads and reactions based on MWFRS. P-F 321 -722 L-I 699 192 scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is Purlins 4-5-11. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.46 BC 111 0.15 34.77 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 fP;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17273(T22/COMN 2nd Street Qty: 1 FROM: DRW: T21 Wgt:71.4 lbs ... / ... 04/29/15 7' 9'5" 16'5" 7' I 2'5" I 7' I 014X5 C=5X7 D _ 12 \ 6 O_ M IA 2X4(A1) 21'11" - 012X4 =3X4 =4X5 H G F �- 1'6"8 1 7'1"12 1'0"1 7'3"8 7'1"12 18'2"8�}-11'_.j. 16'S" 1 Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) 14(/CI 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): 0.016 H 999 240 B 638 /309 /323 /- /113 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 H 999 193 E 533 /255 /245 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.017 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.65 ft Code I 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: 0.517 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.064 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 41 0 C-D 422 -637 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 393 -777 D-E 403 -786 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 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Additional Notes B-H 621 -259 G-F 622 -258 ona Webs 2x4 SP#3 H-G 622 -258 F-E 633 -254 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 3-10-7. 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-H 132 0 F-D 153 -55 C-F 169 -128 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 16.42 BC 118 0.15 16.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=16'7' uses the following support conditions: Bearing E (162",21'11")HTU26 Supporting Member:(1)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ELECEMMEI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:172751 T5/HIPS 2nd Street Qty: 1 FROM: DRW: T23 Wgt:37.8 lbs ... / ... 04/29/15 I- 5'2"8 I 10'5" 5'2"8 52"8 B I 12 =5X5 r, Ls 12 r■,lo _ (V t3) 1)A C=3X4(A1) lir! JJ�� o�ii q)21'11" 14 • 10'5" i Loading Criteria(psf) Wind Criteria TCLL: 20.00 Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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): 0.024 D 999 240 A 682 /344 /- /- 1- I- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.046 D 999 180 C 686 !346 1- !- 1- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.019 D - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.53 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.267 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.140 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 610-1183 B-C 610 -1183 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on A-D 1007 -510 D-C 1007 -510 Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Bot chord 2x4 SP#2 Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer Maximum Web Forces Per Ply(Ibs) publication for additional information. Webs Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC (J)Hanger Support Required,by others B-D 368 0 Bearing C (102",21'11")HTU26 Special Loads Supporting Member:(1)2x6 SP SS Dense (20)0.148"x3"nails into supporting -----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) member, TC-From 56 plf at 0.00 to 56 plf at 5.21 (11)0.148"x1.5"nails into supported TC-From 56 plf at 5.21 to 56 plf at 10.42 member. BC-From 10 plf at 0.00 to 10 plf at 5.17 BC-From 5 plf at 5.17 to 5 plf at 5.46 Additional Notes BC-From 10 plf at 5.46 to 10 plf at 10.42 TC- 294 lb Conc.Load at 5.17 The overall height of this truss excluding overhang is TC- 72 lb Conc.Load at 5.46 2-10-7. BC- 226 lb Conc.Load at 5.17 BC- 93 lb Conc.Load at 5.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 10.42 BC 94 0.13 10.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fP;;\( Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17283/T12/MONO 2nd Street Qty: 1 FROM: DRW: T25 Wgt:31.5 lbs ... / ... 04/29/15 1112X46 12 I� 6 _or_ m 3X4(A1). T I 6 21'11" 1114X50 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl Uff Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 1135 /483 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 888 /336 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.070 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.03 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.845 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.859 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.293 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. GCpi:0.18 Plate Type(s): A-B 73 -110 Wind Duration:1.60 WAVE VIEW yen 15.01.00.0226.12 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Top chord 2x4 SP#2 manufacturer tested capacities and calculations. A-C 39 -17 Bot chord 2x6 SP SS Dense Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC Bearing at location x=6'9" uses the following support conditions: B-C 114 -179 Special Loads Bearing C (6'9",21'11")HTU26 --(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25 Supporting Member:(2)2x6 SP SS Dense TC-From 56 plf at 0.00 to 56 pit at 7.00 (20memberx3"nails into supporting BC-From 5 plf at 0.00 to 5 plf at 7.00 (11)0.148"x1.5"nails into supported BC- 533 lb Conc.Load at 1.06,3.06,5.06 member. 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 7.00 BC 52 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epwE', Michael G Kozlowski Jeffrey P Arneson Derek B Murray 1113111:11:03, PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEQN:17349/T59/HIPS 2nd Street Qty: 2 FROM: DRW: T27 Wgt:85.4 lbs ... / ... 04/29/15 7' 12'11" 19'11" I I I 511" ' 7' '{ °5X5 Cs6X8 T2 O D T 6 / 12 0 el io i-- 3X8(81)B E 3X8(61) � I l I F 51'7 A Ill IM�X4 aHH310 °40X5 Ift F-1'6"8 j 7'1"12 I 2'10"4 I 2'7"8 I 7'3"8 j 1'6"8-{ 7'1"12 10' 12'7'•8 19'11' 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 Ce:NA VERT(LL): 0.109 I 999 240 B 1520 /535 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.209 I 999 235 E 1520 /535 /- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.092 G - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max IC CSI: 0.683 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.216 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 41 -19 D-E 949 -2679 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 949-2685 E-F 41 -19 Lumber Wind C-D 819-2367 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x4 SP M-30: Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is B-I 2326 -813 H-G 2348 -817 Lumber value set"130"uses design values 3-10-7• I-H 2348 -817 G-E 2321 -813 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.54 to 56 plf at 7.00 C-I 559 -77 G-D 568 -78 TC-From 28 plf at 7.00 to 28 plf at 12.92 C-G 22 -3 TC-From 56 plf at 12.92 to 56 plf at 21.46 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 12.91 BC-From 10 plf at 12.91 to 10 plf at 19.92 BC-From 4 plf at 19.92 to 4 plf at 21.46 TC- 171 lb Conc.Load at 7.01,12.91 TC- 164 lb Conc.Load at 9.06,10.85 BC- 440 lb Conc.Load at 7.01,12.91 BC- 96 lb Conc.Load at 9.06,10.85 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) Starl(ft) End(ft) TC 24 -1.54 21.46 BC 75 0.15 19.77 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 X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:1 SEAN:17331/T10/SPEC 2nd Street Qty: 5 FROM: DRW: T29 Wgt:35.0 lbs ... / ... 04/29/15 1113X3 D T i 12 4.5 v :.:r O �3X4C 3X8(C6 -n 2X4(C6)B It k A i -N 10'1"2 III4X5E 5 7'6"8 i F~1'6"8 I $ H 8' Loading Criteria(psf) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 389 /98 /220 I- /122 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 222 /91 /111 I- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.105 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.653 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.371 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): B-C 727-1209 C-D 33 -95 Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 A-B 33 0 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 manufacturer tested capacities and calculations. Chords Tens.Comp. Bot chord 2x4 SP#2 Conditions may exist that require different B E 28 36 Webs 2x4 SP#3 connections than indicated.Refer to manufacturer :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.556' publication for additional information. Lumber value set"13B"uses design values Bearing at location x=7'9" uses the following Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC support conditions: Webs Tens.Comp. Webs Tens. Comp. Bearing E (7'9",10'1"2)LUS26 B-C 1153 -819 D-E 283 -170 Plating Notes Supporting Member:(2)2x6 SP SS Dense into supporting Plates sized for a minimum of 4.00 sq.in./piece. member, Purlins into supported member. In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 8.00 BC 75 0.00 8.00 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. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-4-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 Atlantic3 Ply:3 SEAN:17216/T29/COMN 2nd Street Qty: 1 FROM: DRW: T31 Wgt:258.3 lbs ... / ... 04/29/15 2' + 4'11"6 I 7'7" I 10'2"10 I 13'2" I 152" 2' 2'11"6 2'7"10 2'7"10 2'11"6 2' 12 6 L =4X8 1112X4 -4X8 B=6X12 C D T2 E T -6X12 F 4X8(A8R)�glati � � �Y-.A"-� -�.. �� �`G1■ ■■■ -r1�•1_ MIt - 1 Nall AN,21'11" L K 11116X8 H N. 11113)44 1116X8 31„2 °H0510 3'1"2 13X34 I- 4'5"14 I 7,7" I 10'8"2 I 15'2" i Loading Criteria ipst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!Criteria ♦Maximum Reactions(lbs) 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): 0.252 J 708 240 A 5105 /1453 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.479 J 372 180 G 4849 /1383 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.076 B - - A Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:22.78 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.569 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.552 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.890 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 876-3275 D-E 1496 -6206 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 1275-5196 E-F 1279 -5145 Lumber Plating Notes C-D 1496-6206 F-G 880 -3205 Value Set:13B(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP M-30: Purlins Chords Tens.Comp. Chords Tens. Comp.chord 2x6 SP SS Dense p p• Webs 2x6 SP#2 In lieu of structural panels or rigid ceiling use puffins A-L 2914 -781 J-I 5313 -1321 :W2,W4,W6,W8 2x4 SP#3: to laterally brace chords as follows: Lumber value set"13B"uses design values Chord Spacing(in oc) Start(ft) End(ft) L-K 3046 -822 I-H 2972 825 9 TC 24 0.00 15.17 K-J 5355-1317 H-G 2848 -783 approved 1/30/2013 by ALSO BC 120 0.15 15.02 Nailnote Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Wind B-L 583 -183 J-E 955 -187 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Wind loads and reactions based on MWFRS. B-K 2311 -486 E-I 100 -400 Webs :1 Row @ 4"o.c. K-C 101 -381 I-F 2337 -488 Repeat nailing as each layer is applied.Use equal Additional Notes C-J 909 -191 H-F 547 -188 spacing between rows and stagger nails in each row to avoid splitting. The overall height of this truss excluding overhang is D-J 15 0 1-4-7. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 2.00 TC-From 28 plf at 2.00 to 28 plf at 13.17 TC-From 56 plf at 13.17 to 56 plf at 15.17 BC-From 5 plf at 0.00 to 5 plf at 15.17 TC- 28 lb Conc.Load at 2.01,13.16 TC- 17 lb Conc.Load at 4.06,6.06,7.58,9.10 11.10 BC-1272 lb Conc.Load at 1.52,5.31,9.31,11.31 BC- 48 lb Conc.Load at 2.01,13.16 BC-1270 lb Conc.Load at 3.31 BC- 21 lb Conc.Load at 4.06,6.06,7.58,9.10 11.10 BC-1331 lb Conc.Load at 7.31 BC-1316 lb Conc.Load at 13.31 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 rEiriniEMCCEI PE No.60839 PE No.58544 PE No.71457 Atlantic3 Ply:2 SEAN:17180/T52/FLAT 2nd Street Qty: 1 FROM: DRW: T33 Wgt:102.2 lbs ... / ... 04/29/15 I- 9„8 { 3'2"8 { 3,'2,$ 9'8-{ A 4X5 III 26X4 =4X5 T 1 C(V Ift! 21'11" H-G 4X10 E 1114X5 3'3"8 l 3'3"8 1114X5 • I' 3'11"8 7'3„ 'I • I " 8„ 8" 11'{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 B 999 240 H 2031 /658 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 B 999 180 E 2052 /669 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 A - - Wind reactions based on MWFRS Des Id: 32.00 EXP:C HORZ(TL): 0.003 A - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.92 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 IC CSI: 0.083 Bearings H&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.288 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.413 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 220-1004 B-C 220 -1004 Wind Duration:1.60 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 SS Dense to laterally brace chords as follows: H-G 0 0 F-E 15 -4 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) G-F 14 -4 E-D 0 0 Webs 2x4 SP#3 TC 24 0.50 7.42 BC 95 0.00 7.92 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-G 130 -659 F-C 1083 236 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-F 1083 -236 C-E 130 -659 Top Chord:1 Row @12.00"o.c. B-F 69 -486 Bot Chord:1 Row @ 5.75"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 267 plf at 0.50 to 267 plf at 7.42 BC-From 10 plf at 0.00 to 10 plf at 7.92 PLB-1066 lb Conc.Load at(0.63,21.96) PLB-1092 lb Conc.Load at(7.29,21.96) Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0-0. 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 Atlantic3 Ply:2 SEQN:17184/T56/FLAT 2nd Street Qty: 1 FROM: DRW: T34 Wind Wgt:92.4 lbs Page 2 of 2 ... / ... 04/29/15 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0-0. 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 TECHNOLOGY PE No.60839 PE No.58544 PE No 71457 Atlantic3 Ply:2 SEQN:17188/T11 I FLAT 2nd Street Qty: 1 FROM: DRW: T34A Wgt:88.2 lbs Page 2 of 2 ... / ... 04/29/15 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0-0. 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