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592 TIMBER BRIDGE LN - TRUSS Riverside Homes Site Information OFFICE COPY ifkirRilli Atlantic Beach'Country Club 171 Duval Structural Engineer of Record Derek B.Murray PE No. 71457 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 96 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE I NO JOB ID 1 TRS IDI DATE I 1 ABCC171 F01 11/10/2015 31 ABCC171 HJO1 11/10/2015 61 ABCC171 116 11/10/2015 2 ABCC171 F02 11/10/2015 32 ABCC171 HJO2 11/10/2015 62 ABCC171 PB01 11/10/2015 3 ABCC171 F03 11/10/2015 33 ABCC171 H103 11/10/2015 63 ABCC171 P802 11/10/2015 4 ABCC171 F04 11/10/2015 34 ABCC171 HJO4A 11/10/2015 64 ABCC171 PB03 11/10/2015 5 ABCC171 F05 11/10/2015 35 ABCC171 HJO4T 11/10/2015 65 ABCC171 PB04 11/10/2015 6 ABCC171 F06 11/10/2015 36 ABCC171 H105 11/10/2015 66 ABCC171 101 11/10/2015 7 ABCC171 F07 11/10/2015 37 ABCC171 HJO6 11/10/2015 67 ABCC171 102 11/10/2015 8 ABCC171 F08 11/10/2015 38 ABCC171 101 11/10/2015 68 ABCC171 103 11/10/2015 9 ABCC171 F09 11/10/2015 39 ABCC171 J02 11/10/2015 69 ABCC171 104 11/10/2015 10 ABCC171 F10 11/10/2015 40 ABCC171 J03 11/10/2015 70 ABCC171 105 11/10/2015 11 ABCC171 F11 11/10/2015 41 ABCC171 J04 11/10/2015 71 ABCC171 106 11/10/2015 12 ABCC171 F12 11/10/2015 42 ABCC171 J05 11/10/2015 72 ABCC171 107 11/10/2015 13 ABCC171 F13 11/10/2015 43 ABCC171 J06 11/10/2015 73 ABCC171 108 11/10/2015 14 ABCC171 FG01 11/10/2015 44 ABCC171 J07 11/10/2015 74 ABCC171 109 11/10/2015 15 ABCC171 FG02 11/10/2015 45 ABCC171 107A 11/10/2015 75 ABCC171 T10 11/10/2015 16 ABCC171 FG03 11/10/2015 46 ABCC171 108 11/10/2015 76 ABCC171 T11 11/10/2015 17 ABCC171 FG04 11/10/2015 47 ABCC171 108A 11/10/2015 77 ABCC171 112 11/10/2015 18 ABCC171 FG05 11/10/2015 48 ABCC171 JO8T 11/10/2015 78 ABCC171 114 11/10/2015 19 ABCC171 FG06 11/10/2015 49 ABCC171 JO8TA 11/10/2015 79 ABCC171 115 11/10/2015 20 ABCC171 FG07 11/10/2015 50 ABCC171 J09 11/10/2015 80 ABCC171 116 11/10/2015 21 ABCC171 FGE01 11/10/2015 51 ABCC171 109A 11/10/2015 81 ABCC171 T17 11/10/2015 22 ABCC171 FGE02 11/10/2015 52 ABCC171 1097 11/10/2015 82 ABCC171 118 11/10/2015 23 ABCC171 FGE03 11/10/2015 53 ABCC171 JO9TA 11/10/2015 83 ABCC171 T19 11/10/2015 24 ABCC171 FS01 11/10/2015 54 ABCC171 110 11/10/2015 84 ABCC171 T20 11/10/2015 25 ABCC171 FS02 11/10/2015 55 ABCC171 110TA 11/10/2015 85 ABCC171 T21 11/10/2015 26 ABCC171 FS03 11/10/2015 56 ABCC171 111 11/10/2015 86 ABCC171 T22 11/10/2015 27 ABCC171 FSO4 11/10/2015 57 ABCC171 112 11/10/2015 87 ABCC171 T23 11/10/2015 28 ABCC171 GE01 11/10/2015 58 ABCC171 113 11/10/2015 88 ABCC171,,,1111111 � • 11/10/2015 29 ABCC171 GEO2 11/10/2015 59 ABCC171 114 11/10/2015 89 ABCC 01. P Q 1 1/10/2015 30 ABCC171 GE B02 11/10/2015 60 ABCC171 J15 11/10/2015 90 AB ., .• '""''25 N, . 0/2015 Z j.* 4"',..0_,,S_, •Apex Technology 4.. No 58544 : Apex Technology is a ficticious name owned by lax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-474C..0: * Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 = 33 The seal on this index sheet acceptance of professional engineering responsibility solely for the Truss Design Drawings listed abov i O. ST Q:•and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-_ •. T 1� • �/: 2002Section2 �0�'.1. • I ;' .��♦ 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- ♦ is. roll 31.003 of the Florida Board of Professional Engineers 1 ' • �l��-�- 1/4' •N dgi/lilllit' Job#ABCC171 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 14'08"00 FG01 MONO 0.00/12 Pitch 2-Ply 1 2640.00 0.00 2 2640.00 0.00 1 27'05"00 FG02 FLAT 0.00/12 Pitch 3-Ply 1 13610.19 3211.00 2 14186.19 3212.00 1 08'00"08 FG03 MONO 0.00/12 Pitch 2-Ply 1 2733.10 0.00 2 3143.33 0.00 1 07'06"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 2533.55 0.00 2 2374.75 0.00 1 09'01"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 3067.78 0.00 2 2970.35 0.00 1 13'01"00 FG06 MONO 0.00/12 Pitch 2-Ply 1 3732.28 0.00 2 3634.30 0.00 1 0511"08 FG07 MONO 7.00/12 Pitch 2-Ply 1 2620.54 0.00 2 2714.86 0.00 1 22'05"00 GE01 GABL 7.00/12 Pitch 1 -Ply 1 831.94 528.00 2 828.08 524.00 1 22'06"00 GE02 GABL 7.00/12 Pitch 1 -Ply 1 934.61 413.00 2 934.61 413.00 1 22'05"00 GEB02 FLAT 0.00/12 Pitch 1 -Ply 1 1763.58 0.00 2 1763.58 0.00 2 0611"06 HJ01 HIP_JACK 4.95/12 Pitch 1 -Ply 1 173.64 91.00 2 98.97 6.00 3 109.01 86.00 2 09'09"05 HJO2 HIP_JACK 4.95/12 Pitch 1 -Ply 1 336.97 183.00 2 346.39 155.00 3 84.39 81.00 2 02'05"10 HJO3 MONO 4.95/12 Pitch 1 -Ply 1 109.47 49.00 2 125.17 53.00 1 09'09"05 HJO4A HIP_JACK 4.95/12 Pitch 1 -Ply 1 328.34 133.00 2 342.77 111.00 3 58.84 43.00 1 09'09"05 HJO4T HIP_JACK 4.95/12 Pitch 1 -Ply 1 303.04 124.00 2 221.75 70.00 3 166.05 89.00 1 05'04"04 HJO5 HIP_JACK 4.95/12 Pitch 1 -Ply 1 120.88 42.00 2 86.37 0.00 3 142.28 90.00 2 02'11"04 HJO6 MONO 4.95/12 Pitch 1 -Ply 1 130.78 57.00 2 130.16 57.00 8 01'00"00 J01 JACK 60.00/12 Pitch 1-Ply 8 03'00"00 J02 JACK 7.00/12 Pitch 1 -Ply 1 99.32 11.00 2 43.00 0.00 3 78.80 77.00 8 05'00"00 J03 JACK 7.00/12 Pitch 1 -Ply 1 165.52 27.00 2 71.97 2.00 3 128.48 123.00 19 0700"00 J04 EJACK 7.00/12 Pitch 1 -Ply 1 231.73 43.00 2 100.87 4.00 3 178.48 171.00 Page 1 of 5 Job#ABCC171 BEARING INFORMATION QTY s SPAN DESCRIPTION BRG# REACTION UPLIFT 1 s 07'00"00 J15 EJACK 60.00/12 Pitch 1-Ply 1 231.73 0.00 2 76.23 9.00 3 193.25 100.00 10 02'02"00 J16 MONO 7.00/12 Pitch 1 -Ply 1 71.73 0.00 2 71.73 43.00 1 05'07"10 PB01 SPEC 7.00/12 Pitch 1-Ply 1 20.00 21.00 2 324.90 62.00 3 7.99 2.00 1 05'07"10 PB02 SPEC 7.00/12 Pitch 1 -Ply 1 21.50 22.00 2 324.90 67.00 3 7.99 2.00 1 07'07"10 P1303 HIPS 7.00/12 Pitch 1 -Ply 1 25.25 28.00 2 452.09 115.00 3 18.36 8.00 5 07'07"10 PB04 SPEC 7.00/12 Pitch 1 -Ply 1 42.42 49.00 2 514.22 118.00 3 29.39 20.00 1 14'08"00 TO1 HIPS 7.00/12 Pitch 1 -Ply 1 1013.77 533.00 2 1020.61 538.00 1 14'08"00 T02 HIPS 7.00/12 Pitch 2-Ply 1 2205.03 1151.00 2 3406.85 1538.00 1 25'07"00 T03 HIPM 7.00/12 Pitch 1 -Ply 1 2140.46 1266.00 2 2100.78 1266.00 1 25'07"00 T04 SPEC 0.00/12 Pitch 1 -Ply 1 844.57 431.00 2 846.91 473.00 1 25'07"00 T05 HIPS 60.00/12 Pitch 1-Ply 1 846.91 261.00 2 846.91 428.00 1 25'07"00 TO6 COMN 7.00/12 Pitch 1 -Ply 1 846.91 240.00 2 846.91 240.00 4 25'07"00 T07 COMN 7.00/12 Pitch 1 -Ply 1 933.29 240.00 2 933.86 240.00 4 25'07"00 T08 COMN 7.00/12 Pitch 1 -Ply 1 933.29 240.00 2 933.86 240.00 1 25'07"00 T09 HIPS 60.00/12 Pitch 1-Ply 1 846.91 243.00 2 846.91 243.00 1 25'07"00 T10 HIPS 60.00/12 Pitch 1 -Ply 1 846.91 247.00 2 846.91 247.00 1 25'07"00 T11 HIPS 7.00/12 Pitch 1 -Ply 1 2063.73 1167.00 2 2063.73 1167.00 1 22'05"00 T12 COMN 7.00/12 Pitch 2-Ply 1 4095.02 2004.00 2 5572.78 2095.00 3 22'05"00 T14 COMN 7.00/12 Pitch 1-Ply 1 805.18 365.00 2 805.65 365.00 1 11'10"00 T15 HIPM 7.00/12 Pitch 1 -Ply 1 1205.77 310.00 2 1338.12 256.00 1 29'01"08 T16 HIPM 7.00/12 Pitch 1 -Ply 1 2211.00 864.00 2 2585.31 1059.00 1 29'01"08 T17 HIPM 7.00/12 Pitch 1 -Ply 1 964.15 275.00 2 964.15 323.00 1 44'06"00 T18 SPEC 7.00/12 Pitch 2-Ply 1 910.54 279.00 Page 3 of 5 Job#ABCC171 BEARING INFORMATION QTY • SPAN DESCRIPTION BRG# REACTION UPLIFT 2 794.17 0.00 4 13'09"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 743.75 0.00 2 743.75 0.00 7 17'07"08 F07 SY42 0.00/12 Pitch 1 -Ply 1 969.37 0.00 2 969.37 0.00 7 17'10"08 F08 SY42 0.00/12 Pitch 1 -Ply 1 984.44 0.00 2 969.31 0.00 4 08'04"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 459.72 0.00 2 444.45 0.00 2 03'09"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 194.66 0.00 2 210.10 0.00 1 04'00"08 F11 SY42 0.00/12 Pitch 1 -Ply 1 209.97 0.00 2 209.79 0.00 2 07'04"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 404.74 0.00 2 389.43 0.00 1 07'01"00 F13 SY42 0.00/12 Pitch 1 -Ply 1 389.58 0.00 2 389.58 0.00 1 15'06"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.51 0.00 2 1614.08 0.00 1 11'10"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1281.25 0.00 1 02'05"00 FGE03 SY42GABL 0.00/12 Pitch 1-Ply 1 240.83 0.00 1 01'01"00 FS01 SY42 0.00/12 Pitch 1 -Ply 1 119.17 0.00 1 00'08"00 FS02 SY42 0.00/12 Pitch 1 -Ply 1 73.33 0.00 1 01'09"00 FS03 SY42 0.00/12 Pitch 1 -Ply 1 192.50 0.00 3 01'08"00 FSO4 SY42 0.00/12 Pitch 1 -Ply 1 183.33 0.00 Total of Trusses 237 Maximun Height 1V09"14 Page 5 of 5 _› % 9' - 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I m XO O �c �o CO ca.Co -4 W N X D X m -1 VD Z .0/ D Z 1;v C co m n 7:I p n z O - m =m= • o O -NM 00 70 v W m JO0 D Fil- C a m mun —I �..3 I Po W = D m xl o 1— 0) v -0> -I n C' -O ^) Z 0 N mH � T n >• r cn oo o23 cn .7(1 , 0 n D/- m mz 0 2 D M m �/r / O D / 9 C <o (1) n i O) zb C° Z U N O-o Z Q 2 D A, 0 00 mp N / ;, \ N T / O a T m N 1 m Nn O m O 0 om _ • io 0 om z c ,:,:n C ` m 0a ( \� 70 rn = D� m�- 7) O _ O D � rn ern/ D � w N In a U) 0- 8 • O N � D � m y cn _/� - n Z �i Q m 2 D_ lo 0 �'m . , m D C� N _ N - 0 Z Q O Z M Z I- m ° \NV,0 X O -1 D 2m mm 2x < cn O > > CO H 44 � O �m °- ° cn 6° C5 0 r � � --1 o0 D � � ZD OGZj �o. ■ O . zD o _1m 0 cnZ 4'�4' NN X Z z 2:I m n c > m ;07:��1 O) cn (cn M7:=ii 7,D 0 co 00 ( (fl Z n D � _ H °3 C mm (n = -1 p CD zZ DSO m <n0 D 'i-rd \I000) 1 p = 2 —�� m � mOr F--T (n c m > mc� 00m Rl n 04 n � Z < _ H C (7 mm mwP m m = CO C — A" ° D ; ;u m ► m (n Z �_ � � = z00 �' A'�:' r D <° Oz m > cmn moo N 0 0 0� m RI X >< me � mn D m O N Xp c (� _ � -10 m rn> m0 mmm fTl (n CD \ 0 ° .P. z .X co 0 • • ' O D Z H oD zo ° D0 : . -i -1 O O Tj CO ;A � z ozo r o * = Hm �l 0 D o = m * 0 � H / S gcoo C m ° m Z _I M mm < / 0 fll mz Zc -1 � m TO = < cm cnH = CO _1 c� / m = m 77 ,a H op 0 m m m m m D —i' Z W H C (7 D D Z ° 7 Z N ;i7 r D� (n o> O * • w .�. r- N D .�• (n r r 0 l J o , = a nd � QI- -< C < 0 T 0 Z / - Z Cn °b D; > m / Z Z CA N F Z z a 0 D ':�r .� z 2J D = 0 • ,f, O O D 0 00 H _ 0 Z � H o -1 O D 0 I- m 77 / D T1 fil C - 1 tip 0z cn0 > Om = I O O r 0 o N m D (n m N � Z CO --1 • 0 m-4 0T1 mDZ 0) •:fir:' � � < � n p� D mm � m ° -< > > mim El = r- 71 Z � H (n = z7 _1 O --I m r <, _ > c m Z>, -{ • = X 7 r 4vo Dr wX m r n O ° X< cn m _ 0 cn a D o p C 0 = cmim �1 /n l J D jrTI _ — ll I 0 ': ABCC171 Ply:1 SEAN:17643/T80/SY42 HamptonB7 Custom Qty: 3 FROM: DRW: F02 Wgt:85.4 lbs ... I ... 11/10/15 5'4"8 I 1'9"8 I 7 fi" F- 2,6„--I f—2'-4 (NP) Ill11C3 =X4 III J�(3 111 (3 =iX4 III1X3 =363 �s T N 1��++ ti H 10'1"2 =3X3 =3X4 1311 III2X4 Kv -4X' L K =3X8 l 1 12'6" 1 2'2"—I I 14'8" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in P59 Defl/CSI Criteria •Maximum Reactions(lbs) 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): 0.103 C 999 360 M 675 I. /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.192 C 754 240 J 929 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.047 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.678 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.600 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.294 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1269 I:NA GCpi:NA Plate Type(s): B-C 0-1270 E-F 137 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-1278 F-G 137 0 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 M-L 873 0 K-J 860 0 Webs 4x2 SP#3 L-K 1278 0 J-I 0 -1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins N-M 0 -10 K-E 593 0 to laterally brace chords as follows: A-M 0 -103 E-J 0 -1019 Chord Spacing(in oc) Start(ft) End(ft) M-B 0-1027 F-J 0 -275 TC 24 0.12 14.42 B-L 523 0 J-G 0 -167 BC 120 0.12 14.54 L-C 0 -204 G-I 8 -3 Apply purtins to any chords above or below fillers D-K 0 -241 H-I 2 -1 at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire . staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +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 ITIEKEIMEM PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:176451 T64/SY42 HamptonB7 Custom Qty: 1 FROM: DRW: F04 Wgt:86.8 lbs .. / ... 11/10/15 1.--2'3"13--1 (TYP) A 83 C —D4 E —F3 G T22 M- .. .. .. -LH I 1 N . . 101 2 K4 V ( 4X4 _4X5 =3X4 1 14'8" i I- 14'8" -{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.037 C 999 360 L 489 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.058 C 999 240 N' 159 /- /- /- /- /83.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 B - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA - HORZ(TL): 0.009 B - - N Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings L&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.364 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.209 Chords Tens.Comp. Chords Tens. Comp. f� 9� C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 216 0 I:NA GCpi:NA Plate Type(s): B-C 0 -688 E-F 216 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0 -688 F-G 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. L-K 541 0 J-I 88 -4 Webs 4x2 SP#3 The overall height of this truss excluding overhang is K-J 836 0 Lumber value set"13B"uses design values 1-8-0. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. M-L 0 -10 D-J 0 -755 A-L 0 -98 E-J 0 -244 Purlins L-B 0 -650 J-F 0 -362 In lieu of structural panels or rigid ceiling use purlins B-K 176 0 F-I 4 -107 to laterally brace chords as follows: C-K 0 -230 G-I 0 -99 Chord Spacing(in oc) Start(ft) End(ft) K-D 322 0 I-H 0 -10 TC 24 0.12 14.29 BC 120 0.12 14.29 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 il (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 ,EDSCEEECOO PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:176471 T69/SY42 HamptonB7 Custom Qty: 4 FROM: DRW: F06 Wgt:79.8 lbs ... / ... 11/10/15 8' $4"8 13'9" 8' 14" 5,4"8 F--2'6"-I (TYP) 1111 3 = CS III X3 =D 3I E 3 , °t(5 IIIajX3 T 3-s N -_H s I ./111111111111111 .= - : 0 101"2 =4X5 1111X3 4Xb/I L K=3X4 '3X8 I- 13'9" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 D 999 360 M 744 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.161 D 985 240 I 744 I- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 I - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.027 I - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.598 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.333 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1524 I:NA GCpi:NA Plate Type(s): B-C 0-1525 E-F 0 -1516 Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 C-D 0-1525 F-G 1 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 M-L 983 0 K-J 1524 0 Webs 4x2 SP#3 L-K 1528 0 J-I 988 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins N-M 0 -10 D-K 0 -99 to laterally brace chords as follows: A-M 0 -105 E-J 35 -195 Chord Spacing(in oc) Start(ft) End(ft) M-B 0-1156 J-F 621 0 TC 24 0.12 13.38 B-L 632 0 F-I 0 -1161 BC 120 0.12 13.38 C-L 0 -264 G-I 0 -105 Apply purlins to any chords above or below fillers L-D 9 -4 1-H 0 -10 at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. Additional Notes +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 PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17649/T79/SY42 HamptonB7 Custom Qty: 7 FROM: DRW: F08 Wgt:95.2 lbs ... / ... 11/10/15 8' I 10' I 17'10"8 F. 8' 2' 7'10"8 I--2'6"-1 (NP) III A4 48 11125(4 °3X3 =3X3 1111(4 =3X8 1112HX4 T ? oJ J U io - 11 . II 1 �.� r — Ro 10'1"2 =3X8 1112X4 1112X4 =3X8 =4X5 Y �N M L K J I =3X8 1 17'10"s j Loading Criteria(psf) 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 lot Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.214 K 987 360 N 984 /- /- /- /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.377 E 561 281 I 969 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.063 B - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.441 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.662 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.519 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2341 I:NA GCpi:NA Plate Type(s): B-C 0-2306 F-G 0 -2341 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-2306 G-H 0 0 Lumber Additional Notes D-E 0-2747 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 recommendations. Tens.Comp. Chords Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 1372 0 K-J 2747 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is M-L 2747 0 J-I 1430 0 approved 1/30/2013 by ALSC 1-8-0. L-K 2747 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) O-N 0 -10 K-E 125 -104 TC 24 0.25 17.87 A-N 0 -107 E-J 0 -688 BC 120 0.25 17.87 N-B 0-1613 F-J 5 -295 Apply purlins to any chords above or below fillers B-M 1090 0 J-G 1063 0 at 24"OC unless shown otherwise above. C-M 8 -294 G-I 0 -1658 Hangers/Ties M-D 0 -717 H-I 0 -108 D-L 133 -96 (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.21"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,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 E... PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEON:17651/T88/SY42 HamptonB7 Custom Qty: 2 FROM: DRW: F10 Wgt:26.6 lbs I ... 11/10/15 • n.8 2'9" 1 3'6"8 I3, 2,9" 9„8 I-.--2,6” 'I 1111 X3 =3X3 III 1X3 A B C T i(A(w: i ii 10'1"2 G X3 III FX3 '.— E 1112X4 r 3.9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.PI in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.073 F 580 360 G 195 I- I- l- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.115 F 369 240 E 210 I- I- l- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 C - - G Min Brg Width Req= - Des Ld: 55.00 EXP:NA - HORZ(TL):0.067 C - - E Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.672 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.626 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 B-C 1 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) G-F 5 -1 F-E 0 -1 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-G 0 -143 C-E 0 -85 G-B 1 -6 E-D 0 -9 Purlins B-F 10 -129 In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 3.42 BC 43 -0.12 3.42 Apply puffins 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 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,2-112"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray III3=1, PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17653/T72/SY42 HamptonB7 Custom Qty: 2 FROM: DRW: F12 Wgt:44.8lbs .. / ... 11/10/15 • 2'10'8 I 1'8'8 2'9" 2,6" .I (TYP) III1AX3 -='3X3 =33X3 III1pX3 B T II j (( 10'1"2 S 1111X3 1111X3 =3X3 G F E 3X4 k 7'4" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSEI Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Lift Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.036 F 999 360 H 405 I- I- l- l- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.069 F 999 240 E 389 1. I_ I. I_ I. BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.023 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 2014 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.340 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.150 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 0 I:NA GCpi:NA Plate Type(s): B-C 0 -447 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 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 446 0 F-E 446 0 Bot chord 4x2 SP#2 G-F 447 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 F-C 71 -27 In lieu of structural panels or rigid ceiling use purtins H-B 0 -524 C-E 0 -517 to laterally brace chords as follows: A-H 0 -117 D-E 0 -120 Chord Spacing(in oc) Start(ft) End(ft) B-G 74 -19 TC 24 0.12 7.21 BC 85 0.13 7.21 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ilECEDLED PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:2 SEAN:17661/T44/MONO HamptonB7 Custom Qty: 1 FROM: DRW: FG01 Wgt:179.2 lbs ... / ... 11/10/15 L. 1'10"15 1 37"2 i 5'7"5 I 7'4" 9'0"11 1 1011"2 I 12'9"9 I 14'8"" " " I " " " '110 15 18 3 20 3 18 11 18 11 110 7 110 7 110 7 1112X4 =4X5 1112X4 =4X5 =4X5 =5X5 A B C D E F G H I - .0- . ....44 • 101011M 1,•IM NM % f:0 l& Q P 11120X4 = =M5 =�X5 °K 7 r ,0134_101"2 II3 101 2 N 1113X41'6"15 19"15 2'0"11 1'107 2'0"3 110"7 1'107 1'6"15 I- 1'6"15 + 3'4"14 I 5'5"9 I 7'4" I 9'4"3 ` 11'2"10 I 13'1"1 I 14'8" 11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.113 E 999 240 R 2640 /- /- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.296 E 594 180 J 2640 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 J - - R Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.044 J - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings R&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.760 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.833 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1278 E-F 0 -3527 I:NA GCpi:NA Plate Type(s): B-C 0-2851 F-G 0 -3200 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-2926 G-H 0 -2496 Lumber Purlins D-E 0-3527 H-I 0 -1326 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 to laterally brace chords as follows: P Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 14.67 R-Q 8 0 N-M 3303 0 BC 120 0.00 14.67 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Q-P 1553 0 M-L 2663 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. P-O 2926 0 L-K 1571 0 The TC of this truss shall be braced with attached O-N 2969 0 K-J 7 0 Nailnote spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @ 7.25"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4"O.C. A-R 0-1272 N-F 288 0 Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is A-Q 1684 0 F-M 0 -492 in each row to avoid splitting. 1-8-0. Q-B 0-1325 M-G 712 0 Special Loads B-P 1722 0 G-L 0 -808 P-C 0 -712 L-H 1226 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) O-D 0 -420 H-K 0 -1184 TC-From 350 plf at 0.00 to 350 plf at 14.67 D-N 765 0 K-I 1749 0 BC-From 10 plf at 0.00 to 10 plf at 14.67 E-N 0 -454 I-J 0 -1296 Plating Notes All plates are 4X8 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Camber Max JT VERT DEFL:LL:0.11"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. 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 EEIEUZUEMI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:3 SEAN:17705/T67/FLAT HamptonB7 Custom Qty: 1 FROM: DRW: FG02 Wgt:1176.0 lbs Page 2 of 2 ... / ... 11/10/15 Additional Notes WARNING!Reaction exceeds allowable Tru3s must be installed as shown with top chord up. The overall height of this truss excluding overhang is 10-9-14. 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 inaalartail PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:2 SEQN:17663/T89/FLAT HamptonB7 Custom Qty: 1 FROM: DRW: FG04 Wgt:86.8 lbs ... / ... 11/10/15 1'7"4 3'7"4 5'4"14 7'6" I- 1'7"4 I 2' I 1'9"10 I 2'1"2 -I 1116X8 1112X4 1112X4 =4X5 =4X8 A B C D E i _ i T 1 .to 0 ,_ I — 10'1"2 =6X6 H G=4X8 FIII 113X41'5"8 2'3"8 =4X5 1'11"14 1'9"2 1'5"8 I 3'9„I 5'8,14 I 7 6" 11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.055 C 999 240 j 2534 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.089 C 999 180 F 2375 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.009 E - - J Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.017 E - - F Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.724 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.889 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.848 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1635 C-D 0 -1759 I:NA GCpi:NA Plate Type(s): B-C 0-1781 D-E 0 -1455 Wind Duration:NA WAVE _VIEW Ver:15.01.02F1.1028.19 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP#2 to laterally brace chords as follows: J-I 5 0 H•G 1677 0 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2 I-H 1781 0 G-F 7 0 Webs 2x4 SP#3:W2 2x4 SP#2: TC 24 0.00 7.50 BC 90 0.00 7.50 Lumber value set"138"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-J 0-1315 H-D 332 166 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails A-I 2177 0 D-G 0 -1009 Top Chord:2 Rows @ 4.50"o.c.(Each Row) I-B 0-1303 G-E 1782 0 Bot Chord:1 Row @12.00"o.c. C-H 0 -202 E-F 0 -1172 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 100 pff at 0.00 to 100 plf at 7.50 BC-From 10 plf at 0.00 to 10 plf at 7.50 TC-1361 lb Conc.Load at 1.60,3.60,5.60 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers/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 A p E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECECIEGEI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:2 SEQN:17665/T63/MONO HamptonB7 Custom Qty: 1 FROM: DRW: FG06 Wgt:182.0 lbs .. / ... 11/10/15 L 18"9 i 5„ 1'3"9 3'2"6 5'0"3 6'6"8 I 8'0"13 I 9'8"14 11'4"7 I 13'1" I " " " I " " H' 1'5"13 1'91 3 165 16 5 18 1 17 9 1'8"9 1112X4 =4X5 1112X4 =4X5 =5X5 =4X8 A=4X10 B C D E F G H -5X71 MOM M ...WSW.�h NM _L I. - IIII 0 101"2 Q P 0 N M L=4X8 K 1114X4 j 1112X4 =4X10 =5X5 =6X6 1114X4 1'4"1 1'8"1 1 1'10"5 1'81 1 1'9'13 1'8"9 1'7"9 1'4"9 1'4"1 I 3'0"2 I 4'10"7 I 6'6"8 I 8'4"5 I 10'0"14 I 11'8"7 I 131" 1" 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 P1:NA Ce:NA VERT(LL): 0.138 E 999 240 R 3732 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.301 E 521 180 j 3634 /_ /- /_ /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 A - - R Min Brg Width Req= 2.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.050 A - - J Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.778 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.790 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.995 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-1854 E-F 0 -5661 I:NA GCpi:NA Plate Type(s): B-C 0-4554 F-G 0 -4863 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-4619 G-H 0 -3518 Lumber Purlins D-E 0-5661 H-I 0 -1718 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 to laterally brace chords as follows: Bot chord 2x8 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2,W4 2x4 SP#2: TC 24 0.00 13.08 R-Q 9 0 N-M 5053 0 BC 120 0.00 13.08 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers 0-P 2345 0 M-L 3808 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. P-0 4619 0 L-K 2094 0 The TC of this truss shall be braced with attached 0 N 4715 0 K-J 9 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 @ 8.50"o.c. Camber Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 5.75"o.c. Max JT VERT DEFL:LL:0.14"DL:0.16".See detail Webs :1 Row @ 4"o.c. A-R 0-1751 N-F 828 0 DEFLCAMB1014 for camber recommendations. Use equal spacing between rows and stagger nails A-Q 2462 0 F-M 0 -817 in each row to avoid splitting. Roofs incorporating this truss require consideration Q-B 0-2106 M-G 1407 0 for ponding design by Building Designer. B-P 2948 0 G-L 0 -1247 Special Loads Additional Notes P-C 0 -555 L-H 1899 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. 0-D 0 -800 H-K 0 -1618 TC-From 300 plf at 0.00 to 300 plf at 13.08 D-N 1211 0 K-I 2280 0 BC-From 5 plf at 0.00 to 5 plf at 13.08 The overall height of this truss excluding overhang is E-N 0 -309 I-J 0 -1645 BC- 88 lb Conc.Load at 1.10,3.10,5.10,7.10 1-8-0. 9.10,11.10 BC-2375 lb Conc.Load at 5.87 Plating Notes All plates are 6X8 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 Ameson Derek B Murray EISIBMICiara PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17655/T28/SY42 HamptonB7 Custom Qty: 1 FROM: DRW: FGE01 Wgt:86.8 lbs ... / ... 11/10/15 F 12 8 I F 1'2"8 I IF 1,2„8 1 112 8 11_12 8-IF 1'2„8 1 1-12"8 1 1 -I 1 1,2„8 I 1I-- "8-I 1-1,2"8 I I 1 ABA B C D E F G H I J K L M Tsea 1 ,� N ip [� n u �, /f l 10'1"2 qq. � Y � � V � � S R Q P 1112X4 4l 1112X4 r 15'6"8 i I 15'6"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs),or•=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AA 71 /- 1_ /- 1_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 AA•107 I- I- I- I- /181 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - AA Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 M - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AA&AA Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.033 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0 0 I-J 0 0 Lumber Additional Notes D-E 0 0 J-K 0 0 E-F 0 0 K-L 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 0 0 L-M 0 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 1-8-0. approved 1/30/2013 by ALSC AA-Z 0 0 U-T 0 0 Z-Y 0 0 T-S 0 0 Bracing Y-X 0 0 S-R 0 0 Sheathing is required for any longitudinal(drag) X-W 0 0 R-Q 0 0 forces.All connections to be designed by the building W-V 0 0 Q-P 0 0 designer. V-U 0 0 P-0 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. AB-AA 0 -9 M-O 0 -8 Purlins A-AA 0 -56 O-N 0 -8 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.25 15.29 BC 120 0.25 15.29 B-Z 0 -146 H-T 0 -133 Apply purlins to any chords above or below fillers C-Y 0 -131 I-S 0 -134 at 24"OC unless shown otherwise above. D-X 0 -134 J-R 0 -132 E-W 0 -133 K-Q 0 -139 End Vertical Attachment F-V 0 -133 L-P 0 -107 Attach notched end vertical(s)to next end vertical G-U 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2”length wire staples,through wide face:or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray URFECERZEi PE No.60839 PE No.58544 PE No 71457 ABCC171 Ply:1 SEON:17657/T351 SY42 HamptonB7 Custom Qty: 1 FROM: DRW: FGE03 Wgt:22.4 lbs .. / ... 11/10/15 ' F—17"8—{ I—7"—1 • A B C TI ri ri 1 p in I I II i.�i�on I\ 10'1'2 1112X4' III 77 1--G 2,5„ 12,5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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 G' 100 /- /- /- /- /29.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 G Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 C - - Bearing G Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.002 C - - NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.153 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.032 A-B 0 0 B-C 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.014 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes G-F 0 0 F-E 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Bat chord 4x2 SP#3 1-8-0. Webs4x2SP#3 H-G 0 -9 C-E 0 -19 Lumber value set"13B"uses design values A-G 0 -58 E-D 0 -8 approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply(Ibs) Bracing Gables Tens.Comp. Fasten rated sheathing to one face of this frame. B-F 0 -128 Plating Notes All plates are 1X3 except as noted. 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 0.12 2.04 BC 23 0.12 2.04 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 PE No.60839 PE No.58544 PE No 71457 ABCC171 Ply:1 SEAN:17184/T82/SY42 HamptonB7 Custom Qty: 1 FROM: DRW: FS02 Wgt:11.2 Ibs I ... 11/10115 1.5"...1 1113X4 1111X3 A B I1� I1 00 1--I1 gni 10.1"2 I I I 3X I I I VW H8" H 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 L/defl 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 D 73 I- l- l- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 D Min Brg Width Req= 1.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.055 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.013 A-B 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.008 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes O-C 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#3 1-8-0. Webs4x2SP#3 A-D 0 -33 B-C 0 -33 Lumber value set"13B"uses design values D-B 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 0.67 BC 8 0.00 0.67 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 lingiCErnai PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:171881 T52/SY42 HamptonB7 Custom thy: 3 FROM: DRW: FSO4 Wgt:15.4 lbs ... / ... 11/10/15 1-1'5^—..I X3 =3X3 B T I -� m. 10'1 2 IV 13X3 1,8„ 1111X3 1'8'—1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 360 D' 110 /- /- /- /- /20.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 D Min Brg Width Reg= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.378 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.091 A-B 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.019 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 D-C 0 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#3 Webs4x2SP#3 A-D 0 -83 B-C 0 -83 Lumber value set"13B"uses design values D-B 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.67 BC 20 0.00 1.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEMMEMi PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17689/T10/GABL HamptonB7 Custom Qty: 1 FROM: DRW: GE01 Wgt:182.0 Ibs Page 2 of 2 ... / ... 11/10/15 AA-AD 75 -42 AL-K 86 -88 AE-F 56 -62 V-AM 79 -80 AF-Y 79 -81 L-AN 56 -62 • G-AG 86 -88 AO-T 80 -46 AH-X 142 -100 S-N 30 -18 H-Al 97 -68 R-O 76 -49 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 AT Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17695/T32/GABL HamptonB7 Custom Qty: 1 FROM: DRW: GE02 WO:179.2 Ibs Page 2 of 2 ... / ... 11/10/15 AA-AD 114 -49 AL-K 75 -88 AE-F 44 -50 V-AM 69 -80 AF-Y 69 -80 L-AN 44 -50 G-AG 75 -88 AO-T 113 -49 AH-X 121 -55 S-N 72 -32 H-Al 85 -39 R-O 69 -58 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 EIMICEriffi.. PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17600/T19/HIP_ HamptonB7 Custom Qty: 2 FROM: DRW: HJ01 Wgt:25.2 Ibs ... I ... 11/10/15 • . C 24'2"12 4.95 12 2 v I,- if) 3X48 1114X8(E5) t� Aril.8"14 AI 0 2O'11" D 6'11"6 i 6'11"6 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 174 /90 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 99 /6 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.058 B - - C 109 /85 /- 1- /- 1 1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.112 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.09 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 2014 RES Max TC CSI: 0.869 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.562 C Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.090 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.Chord Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 479 -477 B-C 47 -46 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 3-7-4 Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.622' A-D 2 -2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.95 BC-From 2 plf at 0.00 to 2 plf at 6.95 TC- 56 lb Conc.Load at 1.46 TC- 158 lb Conc.Load at 4.29 BC- 28 lb Conc.Load at 1.46 BC- 86 lb Conc.Load at 4.29 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.95 BC 75 0.00 6.95 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 ep7;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMICEDEri PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 'SEQN:176851 T24/MONO HamptonB7 Custom Qty: 2 FROM: DRW: HJO3 Wgt:15.4 lbs ... I ... 11/10/15 12 4.95 III 3X30 3X4 B III4X8(E5 N A riii00 • ao, ■ p 20'11" 1112X4 D 2'5"10 2'5"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 109 /49 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 125 /52 I- 1- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.008 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.17 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.070 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.026 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 56 -64 B-C 35 -21 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP#2 1-9-2. A-D 6 -3 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.622' Maximum Web Forces Per Ply(Ibs) Lumber value sot"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 54 -97 Special Loads ---(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 Of at 2.47 BC-From 5 plf at 0.00 to 5 plf at 2.47 TC- 56 lb Conc.Load at 1.46 BC- 30 lb Conc.Load at 1.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.47 BC 30 0.00 2.47 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 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 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray UOBlifirni PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17604/T23/HIP_ HamptonB7 Custom Qty: 1 FROM: DRW: HJ04T Wgt:47.6 lbs ... / ... 11/10/15 , D 7 14'6"14 4.95 12 v oP el v v 04X5 C (a) ISM •11 ,=-. 1/2 ,3X4 B III HB 6'4"5 Z; 111"2 III 3X8(E5 T A�r 64X4 =3X4 F• I U ■ { 10'1"2 - ~ 1112X4 3'5" I 6'2"5 r 3'5" 97'5 4S Loading Criteria ipsf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.115 C 999 240 A 303 /123 I- l- I- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.235 C 499 180 E 222 /70 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 F - - D 166 /88 /- I- I- /1.5 r Des Ld: 32.00 EXP:C HORZ(TL): 0.123 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 II Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.690 E Min Brg Width Req= BCDL:3.0 f TPI Std: 2007 Max BC CSI: 0.791 D Min Brg Width Req= Load Duration:1.25 Ps Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.817 C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp.hor Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 hor Lumber Purlins A-B 281 -611 C-D 63 -107 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C 280 606 Top chord 2x4 SP M-30 to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs ) Webs 2x4 SP M-30:W2 2x4 SP#3: TC 24 0.00 9.77 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 39 0.00 3.27 BC 77 3.32 9.77 A-H 553 -253 F-E 0 0 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers G-F 1193 -538 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Bracing Additional Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is member. 4-9-4, G-H 53 0 C-F 542 -1203 G-C 124 0 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 9.77 BC-From 2 plf at 0.00 to 2 plf at 3.41 BC-From 2 plf at 3.41 to 2 plf at 9.77 TC- 56 lb Conc.Load at 1.46 TC- 160 lb Conc.Load at 4.29 TC- 273 lb Conc.Load at 7.12 BC- 28 lb Conc.Load at 1.46 BC- 39 lb Conc.Load at 4.29 BC- 96 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,ligiCialMILEGI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17693/T25/MONO HamptonB7 Custom Qty: 2 FROM: DRW: HJO6 Wgt:15.4 lbs ... / ... 11/10/15 12 4.95 1 " 1112X4 C 3X48 r` 1113X8(E5 A pi i iiii. , ■ 0D ■ o� 10'1"2 ►T� 1112X4 D ►�� 2'1 1"4 k 2'1 1"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 131 /57 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 130 /57 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.095 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.044 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 97 -105 B-C 36 -25 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP#2 1-11-7. A-D 8 -4 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 58 -102 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 pff at 2.94 BC-From 5 plf at 0.00 to 5 plf at 2.94 TC- 56 lb Conc.Load at 1.46 BC- 28 lb Conc.Load at 1.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.94 BC 35 0.00 2.94 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17549/T106/JACK HamptonB7 Custom Qty: 8 FROM: DRW: J02 Wgt:12.6lbs / ... 11/10/15 • C 12 23'1"6 7 ' � 3X4 g v CV III3X8(E5) m. ' A , lielli• 00 t M P 20111" ►� ►=. D r 3' i 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 A 99 /11 /50 /- /78 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /- /18 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 B - - C 79 /76 152 I- /- /1.5 Des Ld: 32.00 EXP:C . HORZ(TL): 0.014 B - - Wind reactions based on MWFRS NCBCLL: W.00 Mean Height:22.53 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 2014 RES Max TC CSI: 0.237 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.115 C Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.048 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.15.01.02F1.1028.19 Lumber A-B 100 -172 B-C 42 -57 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 ABCC171 Ply:1 SEQN:17551/T14/EJAC • HamptonB7 Custom Qty: 19 FROM: DRW: J04 Wgt:25.2 lbs ... / ... 11/10/15 , C ti 25'5"6 12 7 V v. 03X4 B 1113X8(E5 T5 op" I l 20'11' ►. 1.--2.:::-. D 1 77' 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):NA A 232 /43 /122 /- /190 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 101 /3 /46 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.091 B - - C 178 /170 /116 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.156 B - - Wind reactions based on MWFRS NCBCLL:moo Mean Height:23.70 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.761 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.449 C Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.441 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) Gio 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Vet':15.01.02F1.1028.19 Lumber A-B 1080-1274 B-C 93 -124 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEON:17687/T20/MONO HamptonB7 Custom Oty: 11 FROM: DRW: J06 Wgt:12.6 lbs ... / ... 11/10/15 12 7 L 1112X4 B 1113X3 W2 o1 . 1 °o �■ ■I ' 20'11" A D IM 1112X4 1112X4 1'10" 1'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CS1 Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RI /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 D 61 /- /33 /- /46 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 61 /52 /45 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C •HORZ(TL):-0.003 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.19 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.047 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.028 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 23 -41 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 D-C 2 -3 Bot chord 2x4 SP#3 Webs 2x8 SP#2:W2 2x4 SP#3: Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-D 18 -54 B-C 63 -49 Bracing Fasten rated sheathing to one face of this frame. 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 1.83 BC 22 0.00 1.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-9-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17555/T53/JACK HamptonB7 Custom Qty: 1 FROM: DRW: J07A Wgt:7.O Ibs ... / ... 11/10/15 12 7 3X3 „ 11'1"8 1113X8(E5) A,00 M ¶ „ 10.1"2 ,z, C \W 1' H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 48 /- /26 /- /19 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 7 /5 /2 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - B 23 /26 /17 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.025 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.018 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.006 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): - Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 29 -27 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 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.214' A-C 2 -1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-3-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03, should be used in conjunction with the architectural plans during installation. 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 liECEOMI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17557/T105/JACK HamptonB7 Custom Qty: 1 FROM: DRW: JO8A Wgt:12.6 lbs ... / ... 11/10/15 C 12 12'3"8 �3X4 B v III3X8(E5 N A pp ■ (:1 10'1'2 omi 22 ►- D ti 1 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL):NA A 111 /2 /58 /- /60 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 38 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 B - - C 71 /54 /46 I- 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.012 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197 D Min Brg Width Req= _ BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.089 C Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.052 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.15.01.02F1.1028.19 Lumber A-B 158 -229 B-C 38 -53 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 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 11 BC 36 0.00 3.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 EUSWOMI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17559/T93/JACK HamptonB7 Custom Qty: 1 FROM: DRW: JO8TA Wgt:16.8 lbs ... / ... 11/10/15 • D i 12 1 2'3"8 7 III 2X4 C 1 T .,-I-E0- co v. 3X4 B "7 MIN C."8 i 11'1"2 AO"`V III3X8(E5) G E o ao ■ ■ 10'1"2 III 2X4 F ?'18 2'7" 13'18 Loading Criteria(pst) 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): 0.009 B 999 240 A 99 /3 /49 /- /60 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 B 999 180 E 20 /9 /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B - - D 80 /44 /54 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.014 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.222 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.086 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.046 A-B 54 -125 C-0 40 -40 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 16 -46 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-F 10 -10 G-E 0 0 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Webs 2x4 SP#3 Webs Tens.Comp. Webs Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values G-C 35 0 G-F 37 -1 approved 1/30/2013 by ALSC Plating Notes 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 0.00 3.00 BC 30 0.00 2.46 BC 7 2.46 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 I PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17561/T74/JACK HamptonB7 Custom Qty: 1 FROM: DRW: J09A Wgt:18.2 lbs ... / ... 11/10/15 C 13'5"8 12 7 3X4 B 1113X8(E5) Al a°1 : h( 10'1"2 z_. D 2I 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 177 /10 /93 /- /102 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 1- /30 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 B - - C 121 185 /76 I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.056 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.559 D Min Brg Width Req= - BCDL:3.0 f TPI Std: 2007 Max BC CSI: 0.307 C Min Brg Width Req= - Load Duration:1.25 Ps Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.187 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 524 -654 B-C 63 -88 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 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-7-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 ABCC171 Ply:1 SEQN:17563/T75/JACK HamptonB7 Custom Qty: 1 FROM: DRW: J09TA Wgt:22.4 lbs / ... 11/10/15 . D T (( ______i3'5"8 12 7 c co III2X40 "4- N N h • CO 0 3X4 B 1113X8(E5) III HB 2'6"8 -1( 11'1"2 G E ,s, A, •■ =3X3 �(1 ■ 1 10'1"2 III2X4F ---��f}� 1'P 2'5"8 I 2'6"8 2'7" 5'1"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 LN# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 F 836 240 A 166 /11 /84 /- /102 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 F 421 180 E 48 /2 /24 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 C - - D 137 /83 /89 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.105 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.720 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.160 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.128 A-B 115 -257 C-D 69 -78 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0 -81 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-F 34 -31 G-E 0 0 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs 2x4 SP#3 Webs Tens.Comp. Webs Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values G-C 69 0 G-F 41 -6 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 5.00 BC 30 0.00 2.46 BC 31 2.46 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 ei7E; Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17565/T38/EJAC HamptonB7 Custom Qty: 1 FROM: DRW: J10TA Wgt:29.4 Ibs ... / ... 11/10/15 , D - f� 1478 T 12 7 V v SP io °' v �� ih i:.D 1112X40 3X4 B 1113X8(E5 III HB 4'6"8 i; 11'1"2 G E • 3X3 viii ■I I -M-M.1111■ 10'1"2 110(4 F V 2'7'8 I 7'16"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.225 F 380 240 A 232 /18 /119 /- /143 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.446 F 191 180 E 79 /- /37 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.159 C - - D 188 /117 /119 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.316 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.878 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3,0 psf TPI Std: 2007 Max BC CSI: 0.261 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.326 A-B 144 -360 C-D 95 -109 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0 -148 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Pty(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-F 69 -59 G-E 0 0 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Webs 2x4 SP#3 Webs Tens.Comp. Webs Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values G-C 101 0 G-F 44 -8 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purtins 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 30 0.00 2.46 BC 55 2.46 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-9-14. NOTES: 1 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)7;', Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17567/T97/EJAC HamptonB7 Custom Qty:4 FROM: DRW: J12 Wgt:15.4 lbs ... / ... 11/10/15 , C trr, 12'9"10 7 12 i 3X4 g I 1113X8(E5) ie. v ,op c° ■ 11 10'1"2 1=� ► � D 3'1 0"8 i 3'10"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 128 /6 /65 /- /78 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 56 /- /24 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 B - - C 101 /70 /63 /- /- 11.5 Des Ld: 32.00 EXP:C HORZ(TL):0.031 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.376 D Min Brg Width Req= - BCDL:3.0 f TPI Std: 2007 Max BC CSI: 0.201 C Min Brg Width Req= - Load Duration:1.25 Ps Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.099 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:15.01.02F1.1028.19 Lumber A-B 228 -321 B-C 53 -67 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.87 BC 47 0.00 3.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-0. 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 ABCC171 Ply:1 SEQN:17569/T11/EJAC HamptonB7 Custom Qty: 1 FROM: DRW: J14 Wgt:47.6 lbs ... / ... 11/10/15 I 2'3'12 I 5' ( T 73'12 2'8'4 7 Cm5X5 D i',: 15'9"8 12 �� 7 lama 12X4 A y T : c ,` /I)11'12 �:' t`Ti') 4X5 \8X8 E _L I HH,14 ) 1012 H 112X4 G 25-8 112X4 472 4' 1 25-8 I 6710 j 7� Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) D@FlICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.083 B 999 240 H 230 /4 /109 I- /102 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.165 B 508 180 E 177 /108 /122 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.101 A - - D 57 /27 /16 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.200 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.198 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.516 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:15.01.02F1.1028.19 A-B 34 -127 C-D 0 0 Lumber B-C 169 -83 Value Set:139(Effective 6/1/2013) Maximum Bot Chord Forces Top chord 2x4 SP#2 Chords Tens.Comp. Chords Per Tens.sComp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 H-G 54 -134 F-E 64 -78 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-H 49 -184 F-C 68 -189 B-F 175 -41 C-E 206 -168 Purlins F-G 13 -23 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 28 0.00 2.29 BC 56 2.29 6.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-11-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 . ABCC171 Ply:1 SEQN:17691/T2/MONO HamptonB7 Custom Qty: 10 FROM: DRW: J16 Wgt:13.3 lbs ... / ... 11/10/15 12 7 1 . 1112X4 6 1II3X8A++) o W2N Tr dill 111 ■1V 10'1''2 1 1112X4 C 2'2" i 2'2" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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): 0.000 B 999 240 D 72 /_ /34 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 72 /43 /51 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.004 B - - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.105 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.064 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.034 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 28 -41 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 D-C 2 -4 Bot chord 2x4 SP#3 Webs 2x6 SP#2:W2 2x4 SP#3: Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-D 20 -63 B-C 68 -59 Bracing Fasten rated sheathing to one face of this frame. Plating Notes (++)-This plate works for both joints covered. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.17 BC 26 0.00 2.17 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-0-1. 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 CrEnlirni PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17573/T22/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: PB02 Wgt:19.6 lbs ... / ... 11/10/15 9"8 29"13 4'10"2 15'7"10 I 1 I 9 8 205 205 9 8 12 Cm4X4/a i 1% So A M E _ex 11;:i 3 F 1112X4 I-9"8 j- 4'1710 j 9"8' 9"8 2,0"5 2,0"5 1 9"8 9"8 I 2,9"13 -I 4,10'2 1 5'7"11 I-9„8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 F 999 240 A 8 /22 /21 /- /42 /6.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 F 999 180 8. 80 /66 /146 /- /- /48.6 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 F - - E 8 /2 /1 /- /- /6.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.41 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 2014 RES Max TC CSI: 0.055 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.046 E Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.011 Bearings A,B,&E are a rigid surface. 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:15.01.02F1.1028.19 Lumber A-B 51 -47 C-D 56 -52 Value Set:13B(Effective 6/1/2013) B-C 56 52 D-E 15 4 Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values B-F 23 -8 F-D 23 -8 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. All plates are 2X4(A5R)except as noted. Plates sized for a minimum of 4.00 sq.in./piece. F-C 17 -58 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 -0.54 4.59 BC 45 0.15 3.90 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-0. 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 fP7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray MICCIMIDIZI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEON:17575/T16/SPEC HamptonB7 Custom Oty: 5 FROM: DRW: PB04 Wgt:26.6Ibs ... / ... 11/10/15 9"8 I 3'9"13 I 6'10"2 1 " 7.7,1 q 9 8 3'0"5 3'0"5 9"8 C=4X4 T7 12 -, ,., so & IV B D m 2X4(A1) ■ A i _gs E /_\ 1'S3 ..q.a ,„ •—:-.■ o 9"8 F 1112X4 9"8 r i- 6'0"10 i- -i 9"8 3'0"5 3'0"5 9"8 I 9"8 I 3'9"13 I 6'10"2 1 7'7,81 tl I..—..I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 A -26 /49 /42 I- /59 /6.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 F 999 180 B• 85 /118 /227 I- I- /72.6 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 F - - E -26 /26 /13 /- /- /6.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.70 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 2014 RES Max TC CSI: 0.140 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.114 E Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.015 Bearings A,B,&E are a rigid surface. 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:15.01.02F1.1028.19 Lumber A-B 79 -72 C-D 85 -91 B-C 85 -91 D-E 29 -15 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 42 -10 F-D 42 -10 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. All plates are 2X4(A5R)except as noted. Plates sized for a minimum of 4.00 sq.in./piece. C-F 18 80 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 -0.54 6.59 BC 69 0.15 5.90 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 2-3-0. 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 rnEggrinrffil PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:2 SEAN:17611/T13/HIPS HamptonB7 Custom Qty: 1 FROM: DRW: T02 Wgt:159.6 Ibs .. 1 ... 11/10/15 5'3" 9'5" 14'8" I- 5'3" I- 4'2" I" 5'3" H Ill4X5 B='5X7 C I 12 7 0 en 1114X5(82) , =5X5(62) 1, - - 2011" _ F• III X3 1114X8 L 5'4"12 3'8"12 5'6"8 5'4"12 I 9'1"8 I 14'8" 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 Cl:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.066 E 999 240 A 2205 /1150 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 E 999 180 D 3407 /1538 /- /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.19 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.704 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.515 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.391 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 991 -1862 C-D 1130 -2263 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 986-1991 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) A-F 1558 -825 E-D 1904 -945 Webs 2x4 SP#3 TC 24 0.00 14.67 F-E 1577 -837 :Rt Wedge 2x4 SP#3: BC 120 0.05 14.62 Apply puffins 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. Additional Notes Nailnote The overall height of this truss excluding overhang is B-F 454 -282 E-C 1027 -487 Nail Schedule:0.131"x3",min.nails 3-9-10. B-E 552 -199 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.00"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.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 5.25 TC-From 56 plf at 5.25 to 56 plf at 9.42 TC-From 56 plf at 9.42 to 56 plf at 14.67 BC-From 10 plf at 0.00 to 10 plf at 7.06 BC-From 5 plf at 7.06 to 5 plf at 14.67 BC-2140 lb Conc.Load at 7.06 BC- 845 lb Conc.Load at 9.06 BC- 847 lb Conc.Load at 11.06,13.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEON:17190 1 727 1 SPEC HamptonB7 Custom Qty: 1 FROM: DRW: T04 Wgt:151.2 lbs .. / ... 11/10/15 5'6"8 I 9' I 15'7" I 17'5"4 I 25'T 5'6"8 3'5"8 6'7" 1'10'4 8'1"12 12 7 C95X7 T3 D 4 E S T4 112X4F PA M ffI f Al2X4 I 0 I \ (a) (a) v n 1 ', 111 Ill ■ ' _ �2a11" 114X8 =4X5 =3X4 94X5 1114X8 K J I H G 9' 1' 7'1'12 8'5"4 1 9' 110' I 17,1„12 -I 25'T 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 J 999 307 K 845 /430 /355 /- /99 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.091 J 999 307 G 847 /473 /342 I- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.047 G - - K Min Brg Width Req= - NCBCLL:10.00 Mean Height:25.90 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0” MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.972 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 5 -16 D-E 515 -913 GCpi:0.18 Plate Type(s): B-C 545-1078 E-F 0 0 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 C-D 515 -914 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Provide for complete drainage of roof. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: The overall height of this truss excluding overhang is Botchord2x4SP#2 5-11-14. K-J 989 -610 I-H 911 -532 Webs 2x4 SP#3 J-I 911 -532 H-G 909 -517 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on A-K 123 -160 C-H 178 -179 member. K-B 607-1169 H-E 281 -12 B-J 120 -133 E-G 631 -1109 Plating Notes C-J 286 -31 F-G 136 -181 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 25.58 BC 91 0.00 25.58 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 (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 ABCC171 Ply:1 SEQN:17578/T114/COMN HamptonB7 Custom Qty: 1 FROM: DRW: T06 Wgt:126.0 lbs ... / ... 11/10/15 6'412 12'9"8 1974 257" • 6'4"12 I 6'4"12 I 6'4"12 I 6'4"12 _ 0=5X5 72 7 7.n 11.2X4 C I 407(1\lip E�r3X3 iv \ N Oa /3X46 413X4 113X8(E5)A 4 GII3X8(E5) 1 .e =4X5 a13 4 a 4 5 �.'. 20'11" J I H 816"5 1'5"11 7011 8.6"5 1 85"5 10 I 17011 I 25'7" 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 H 999 307 A 847 /239 /398 /- /214 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 H 999 307 G 847 /239 /398 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C •HORZ(TL):0.059 B - - A Min Brg Width Req= - NCBCLL: 10.00 Mean Height:25.39 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.643 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.360 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) 'Mfg Specified Camber: A-B 632-1517 D-E 587 -1126 GCpi:0.18 Plate Type(s): B-C 544-1261 E-F 544 -1261 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 C-D 587-1125 F-G 632 -1517 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-J 1034 -374 I-H 705 -153 Webs 2x4 SP#3 J-I 705 -153 H-G 1034 -374 . :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. C-J 264 -323 D-H 417 -203 Plating Notes J-D 416 -203 H-E 264 -323 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 25.58 BC 120 0.00 25.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties 1 (J)Hanger Support Required,by others (J)Hanger Support Required,by others I Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-2-7. 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 ei,w;,\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC171 Ply:1 SEQN:17580/T12/COMN HamptonB7 Custom Qty: 4 FROM: DRW: T08 Wgt:126.0 Ibs ... I ... 11/10/15 6'412 12'9"8 197'4 257" 6'412 I 6'412 I 6'412 I 6'412 ) 0=5X5 r 'i 12 7 02X4 C E 03X3 is( so 1\ �3X4 B S 113X8(E5) 4 ■3X8(E5) TT A �'G . i w4 w3 n i 20'11" 4 w4X •-- J I H 85"5 1'5'11 70"11 56"5-r 8'6"5 + 10' + 17011 _). 257" 1 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 loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 H 999 307 A 933 /239 /398 /- /214 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.110 H 999 307 G 934 /239 /398 I- I- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.048 H - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.39 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.690 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.360 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 632-1732 D-E 587 -1304 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 544 -1439 E-F 544 -1440 Lumber Additional Notes C-D 587-1303 F-G 632 -1732 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 8-2-7. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 A-J 1183 -374 I-H 813 -153 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 813 -153 H-G 1184 -374 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set'13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSO Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-J 264 -311 D-H 517 -203 Plates sized for a minimum of 4.00 sq.in./piece. J-D 515 -203 H-E 264 -311 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 25.58 BC 120 0.00 25.58 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 47'-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEON:17582/T7/HIPS HamptonB7 Custom Qty: 1 FROM: DRW: T10 Wgt:133.0 Ibs ... I ... 11/10/15 4'6" 9' 157" 21'1" 257" I 4'6" { 4.6" I 7'7" I 4.6" f 4'6" "f a 5X5 D m 5)(7 E 12 7 %3X3 C (a) F/2X4 (n y 3X4 B C'3 3X4 Ill3X8(E5)A 4 H lll3X8(E5) 111 • III Ill 20'11" =4X5 =3X4 =4X10 K J I 9' 1' 6'5"4 9'1"12 1 g, 110' I 16'5"4 -I- 257" 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.047 K 999 307 A 847 /247 /400 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 K 999 307 H 847 /247 /400 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.048 I - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.28 ft Code 1 Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.655 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.723 Spacing:24.0" MWFRS Parallel Dist:hl2 to h Rep Factors Used:Yes Max Web CSI: 0.299 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 625-1525 E-F 561 -1105 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 613-1277 F-G 614 -1277 Lumber C-D 563-1108 G-H 625 -1535 D-E 541 -914 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2 Webs 2x4 x4 S Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 1058 -454 J-I 913 -315 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 913 -315 I-H 1058 -455 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on C-K 167 -199 I-E 274 -38 member. D-K 272 -37 I-F 168 -201 D-I 162 -158 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 25.58 BC 120 0.00 25.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5.11-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 ept\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1 ABCC171 Ply:2 SEQN:17613/T21/COMN HamptonB7 Custom Qty: 1 FROM: DRW: T12 Wgt:267.4 lbs ... / ... 11/10/15 5'9" 1178 16'8" 22'013 Tr I 5'5"8 I 5'5"8 -I 5'4"13 _ C 1115X7 Pi 12 7 05X5 6 0\5X5 so 1.i �� =6X6(137R) m6X8(88R) T AI. CU m Is-NE 1 ' - ■GG■ 20'11" 114X4 =H1010 113X8 57'4 5'7"4 57"4 5'7"4 r 57"4 + 1178 _I- 16'9"12 "I" 22'5" 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 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.151 G 999 267 A 4095 /2003 I- l- l- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.286 G 936 267 E 5573 /2094 I- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.108 F - - A Min Brg Width Req= 2.1 NCBCLL: 10.00 Mean Height:24.93 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 2.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.860 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.592 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 1776-3579 C-D 1279 -2806 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 1268-2793 D-E 1547 -3935 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purtins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) A-H 3020-1491 G-F 3311 -1296 Webs 2x4 SP#3:W3 2x4 SP#2: TC 24 0.00 22.42 H-G 3005-1482 F-E 3332 -1300 :Lt Wedge 2x4 SP#3::Rt Wedge 2x6 SP#2: BC 119 0.05 22.37 Apply puffins 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. Wind Nailnote Wind loads and reactions based on MWFRS. H-B 742 -460 G-D 254 -1088 Nail Schedule:0.131"x3",min.nails B-G 477 -722 D-F 1088 -189 Top Chord:1 Row @12.00"o.c. Additional Notes C-G 2622-1154 Bot Chord:1 Row @ 4.25"o.c. The overall height of this truss excluding overhang is Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails 7-3-6. in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 7.06 TC-From 28 plf at 7.06 to 28 plf at 11.21 TC-From 56 plf at 11.21 to 56 plf at 22.42 BC-From 10 plf at 0.00 to 10 plf at 7.06 BC-From 5 plf at 7.06 to 5 plf at 11.21 BC-From 5 plf at 11.21 to 5 plf at 22.42 BC-2101 lb Conc.Load at 7.06 BC- 847 lb Conc.Load at 9.06,11.06,13.06 BC- 934 lb Conc.Load at 15.06.17.06,19.06.21.06 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray GEMECUMEI PE No 60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17614/T56/HIPM ' HamptonB7 Custom Qty: 1 FROM: DRW: T15 Wgt:64.4 lbs ... / ... 11/10/15 3'10"8 I 7'10"4 I 11'10" 3'10"8 3'11"12 3'11"12 1112X4 12 C=5X7 D °3X8 E 7 V -O 3X4 B i• 1114X8(EE5 8-14 r - ± u 10'1"2 IIIC4 -6X8 I F 4'0"4 3'10" G 3'11"12 1114 i 4'0"4 I- 7'10"4 I 11'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 D 999 240 A 1206 /309 /- l- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 D 999 180 F 1338 /256 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.023 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code f Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.364 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.678 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 486-1809 C-D 358 -1488 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 467-1768 D-E 357 -1487 Lumber Wind 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 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-H 1473 -384 G-F 15 -2 Webs 2x4 SP#3 Additional Notes H-G 1496 -384 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 3-0-0. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C-H 509 -2 G-E 1780 -430 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 32 -11 F-E 292 -1092 TC-From 56 plf at 0.00 to 56 plf at 3.88 D-G 216 -342 TC-From 28 plf at 3.88 to 28 plf at 11.83 BC-From 5 plf at 0.00 to 5 plf at 11.83 TC- 243 lb Conc.Load at 3.88 TC- 101 lb Conc.Load at 5.94,7.94,9.94 BC- 99 lb Conc.Load at 1.15 BC- 166 lb Conc.Load at 3.15 BC- 142 lb Conc.Load at 3.88 BC- 232 lb Conc.Load at 5.06,7.06,11.06 BC- 56 lb Conc.Load at 5.94,7.94,9.94 BC- 230 lb Conc.Load at 9.06 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 11.83 BC 111 0.00 11.83 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 EIZEIZEILIEU ■ PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17585/T55/HIPM HamptonB7 Custom Qty: 1 FROM: DRW: T17 Wgt:170.8 lbs ... / ... 11/10/15 5'21 9' 157"5 19'111 I 222" 1 29'1"8 " " I " "52 39 5 675 36 3 313 61013 '1,14X5 =4X5 =3X4 =4X5 D E F G .4X5H A It R 12 7 2X4 C (a) in/3X48 1113X8(E5)• G 1 g ` la Y 1 101"2 =5X7 =3X4 =4X5 =4X5 Ni L K J 113X8 9112 4'10"4 1'1013 675 675 A 9'112 I 14' I15'10"131 22'6"3 I 29'111 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 E 999 349 A 964 /275 /466 /- /184 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 E 999 349 I 964 /323 /391 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.049 J - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.595 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.724 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 576-1734 E-F 545 -1252 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 562-1477 F-G 545 -1252 Lumber C-D 532-1305 G-H 384 -907 Value Set:13B(Effective 6/1/2013) D-E 496-1093 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. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-M 1222 -612 K-J 943 -403 Lumber value set"13B"uses design values M-L 1263 -553 J-I 0 0 approved 1/30/2013 by ALSC L-K 1263 -553 Bracing Maximum Web(a)Continuous lateral restraint equally spaced on Webs Tens.Comp.Forces Per Ply(Ibs) Webs Tens. Comp. member. C-M 154 -189 K-G 416 -195 Plating Notes D-M 369 -91 G-J 377 -707 Plates sized for a minimum of 4.00 sq.in./piece. M-E 128 -314 J-H 1197 -507 E-K 168 -222 H-I 436 -937 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) IC 24 0.00 29.12 BC 101 0.00 29.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-11-14. NOTES: , 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 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 j PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17586/134/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: 119 Wgt:282.1 lbs ... / ... 11/10/15 6'7'12 13' 20'11'5 23' 29'6" 336" 356" 44'6" I 6'7"12 6'4"4 7'11'5 2'd'1l 66" 4' 2' 9' I w6X8 c0 7 E -Y)8 .a 5X7 12 7 •`t 5X5 RS) 'n T 5X5 C iX4)'° _ es fi.R' r e p a 'N 1,. 10'1"2 NE : - r =5X5 113 4 X aW v �u T o 1 2810"12 ir 167"4 1 6'6" 6'6" 3' 4'11"6 8'1"2 2'1"( 76"4 8'4"12 75"8 66" I 13' I 16' I 2011"6 I 29'0"8 1 31'1"8 33'7"1 470"8 I 446" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.128 N 999 346 A 901 /124 /464 I- /209 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 N 627 346 T 1797 /229 /750 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.056 K - - M 328 /65 /208 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.140 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.792 T Min Brg Width Req= 1.7 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.548 M Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.935 Bearings A,T,&M Fcperp=565psi. C&C Dist a:4.45 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 632-1526 G-H 400 0 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 473-1051 H-I 206 -30 Top chord 2x4 SP#2 8-3-14. C-D 473-1011 I-J 120 30 P D-E 381 -589 J-K 680 -1197 Bot chord 2x4 SP#2 E-F 381 -589 K-L 233 -423 Webs 2x4 SP#3:W10 2x6 SP#2: F-G 381 -589 L-M 235 -462 :W14 2x4 SP#2: :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 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 A-X 1111 -344 S-R 70 -95 Bracing X-W 1109 -344 T-Q 169 -264 W-V 794 -152 R-P 239 -358 (a)Continuous lateral restraint equally spaced on V-U 794 -152 P-N 96 -23 member. U-T 227 -354 0-M 354 -177 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. X-C 185 0 S-H 153 -570 Purlins C-W 233 -384 H-P 518 -293 In lieu of structural panels or rigid ceiling use puffins D-W 359 -84 R-Q 2 -8 to laterally brace chords as follows: D-U 123 -375 I-P 129 -42 Chord Spacing(in oc) Starl(ff) End(ft) U-E 275 -469 P-J 222 -434 TC 24 0.00 44.50 U-G 1134 -425 J-N 1045 -572 BC 75 0.00 42.19 G-S 584-1256 N-O 23 -18 BC 28 42.19 44.50 S-T 699-1673 N-K 347 -525 Apply pudins 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. 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 fP71)\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray _IM1 PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17588/T62/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: T21 Wgt:290.5 lbs ... / ... 11/10/15 873 { IT I 256" I 2978 1 31'6"I 36'9"4 I 8T'3 8'4"13 8'6" 4'1"8 1'10"8 5'3"4 7'8"12 I s• 8 T3 a•y6 1! `T 0"14 12 6X8(SRS)A: G=5X7 7 /H0510; \a) Alii _______...1 H o Tt h ao 1113;8(E8) 1113X8(ES)B J �7XC3X4 ei<sI� _ _ N 113X3 N r L��K 10'1'2• CD =5X5 •P V U T S R O M r 107'125 198 11 Itl1X3 14'6"12 1 10712''12 15'9"4 1'1",2 8'7'8 14'8"12 1'0'I'8 5712 15'3''4 17 5''8 10'2"12 16' 7'112 25'4"4 30'1" 31'1"8 36'9"4 470"8 44'6-1 Loading Criteria(pst) 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.091 B 999 240 A 411 /40 /177 /- /275 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.266 B 461 236 V 875 /157 /498 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 B - - R 1320 /97 /615 /- /- 13.5 Des Ld: 32.00 EXP:C HORZ(TL):0.183 B - - K 389 /92 /252 /- /- 15.5 NCBCLL:10.00 Mean Height:15.79 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.975 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.394 V Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.612 R Min Brg Width Req= 1.5 Spacing:24.0" p K Min Brg Width Req= 1.5 C&C Dist a:4.45 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A,V,R,&K Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:136(Effective 6/1/2013) The overall height of this truss excluding overhang is A-B 943-1173 F-G 193 0 Top chord 2x4 SP#2:T1,T3 2x4 SP M-30: 10-7-14. B-C 191 -384 G-H 429 -437 Bot chord 2x4 SP#2:B1 2x4 SP M-30: C-D 319 -289 H-I 276 -418 Webs 2x4 SP#3:W9 2x6 SP#2: D-E 351 -225 I-J 302 -508 :W13 2x4 SP M-30: :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' E-F 333 -286 J-K 300 547 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Got Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing A-V 295 -179 Q-P 69 0 V-U 304 -85 R-0 72 -133 (a)Continuous lateral restraint equally spaced on U-T 304 -85 P-N 84 -81 member. T-S 304 -85 N-L 885 -468 Plating Notes S-R 102 -167 M-K 417 -221 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. i Purlins C-V 373 -507 Q-G 200 -549 1 In lieu of structural panels or rigid ceiling use purlins V-D 73 -436 P-0 2 -30 to laterally brace chords as follows: D-T 205 0 G-N 604 -317 Chord Spacing(in oc) Start(ft) End(ft) D-S 55 -186 N-H 261 -346 TC 24 0.00 44.50 S-E 133 -373 N-I 367 -581 BC 75 0.00 42.15 S-F 655 -105 I-L 74 -2 BC 28 42.19 44.50 F-Q 306 -728 L-M 34 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Q-R 473 -1266 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. 1 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CIEMIXECril PE No.60839 PE No.58544 PE No.71457 Ill ABCC171 Ply:1 SEAN:17590/777/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: T23 Wgt:319.2 lbs ... / ... 11/10/15 8'7"2 , 156"3 I 18'4"12 I 24'1"4 1255' 2 I 35'10"13 I 44'6" 8'7"2 4'11"1 4'10'9 5'8"8 1 4' 2 8'4"13 873 7 a 7 ft 5X7 5X5°/ 12 1..;6 �H051U g 5X5 C (a) I In (a) 'a) t„., T7 0 �� W3X8(E5)./.IA4X8(E5)B J i3Xq A KK B1 •44X5 .134 8 •44X5 -P 8 Ni44X5 NM X8 II12X4 L r 29'11"4 4X5 14'6"12 1 8.9.6 I 7'2"10 , 2'4"12i 5'6'12 I 3'3" I 2.8"12 , 5'4'.6 ( 8'7"10 8'9"6 16' 18'4"1 23'11"8 27'2"8 29'11"fll2 35'10"6 44'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria 6 •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Of Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.098 B 999 359 A 982 /126 /517 /- /297 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.216 J 810 359 N 1502 /159 /639 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 B - - K 479 /82 /283 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.140 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.20 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 2014 RES Max TC CSI: 0.694 N Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.535 K Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.756 Bearings A,N,&K Fcperp=565psi. C&C Dist a:4.45 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 1028-1923 F-G 444 -459 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 74 -1427 H-H 322 -2 11-5-11. C-D 741 1 -1427 H-I 207 100 7 7 Top chord 2x4 SP#2 0-E 512 -794 1-J 248 -540 :T1,T6,T7 2x4 SP M-30: E-F 424 -412 J-K 871 -1180 Bot chord 2x4 SP#2:81 2x4 SP M-30: Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values A-S 1171 -377 0-N 189 -59 approved 1/30/2013 by ALSC S-R 876 -229 N-M 401 -100 Bracing R-0 876 -229 M-L 401 -100 Q-P 630 -121 L-K 403 -100 (a)Continuous lateral restraint equally spaced on P-0 337 -53 member. 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. C-S 310 -394 P-G 516 -87 Purlins S-D 572 -304 G-O 328 -774 In lieu of structural panels or rigid ceiling use purlins D-0 296 -483 0-H 774 -306 to laterally brace chords as follows: E-Q 489 -200 H-N 367 -1077 Chord Spacing(in oc) Start(ft) End(ft) E-P 172 -529 N-I 350 -596 TC 24 0.00 44.50 P-F 68 -50 I-L 253 0 BC 120 0.00 44.50 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. 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 -IiiiIIEDMI PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:172231 T65/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: T24D Wgt:280.0 lbs ... / ... 11/10/15 872 13'3'7 1T11"4 25712 29'4" 3552 44'0"8 • I 872 I 4'8-5 I 47"13 I T8"8 FFI 3.8..4 I 6'1"2 I 8.7..6 037 =5 7 ! `C'a5X5 ,05X5 / 12 7 6X6 ,05X5 (a) (a) H 1::, �4X10(g5) x ,03X4 I a3J M3X8(E5) 1 le _ = a �:-- 101'2 =4X5 w y 8 = X7 =4X5 = 8 (1=4X5 112X4 0 P 0 N M L K 1 29'5"12 1 14'612 1 8'9"6 TT10 2'1" 7'6'12 2'4"12� 5'9'5 8'7"10 8'9'5 I 16' I 18'1"I 25712 I 28'0 g� 1,7„I 35'4"14 I 44'0"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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.186 B 999 355 A 978 /650 /744 /- /305 I- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.278 I 622 355 L 1457 /452 /802 I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.187 B - - J 482 /1033 /1041/- /- 15.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.218 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.20 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.959 L Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.957 J Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.648 Bearings L&J Fcperp=565psi. Spacing:24.0" p C&C Dist a:4.40 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Loading A-B 1223-1570 F-G 990 -909 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of C-D 1769-1384 H-H 1476 -1869 2550#( 58.23 plf)along top chord,from either C-D 769-1339 H-I 1885 -1869 Top chord 2x4 SP#2 r D-E 551 -790 I-J 2341 -2133 Bob chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Webs 2x4 SP#3 connections are to be designed by Engineer of Record. E-F 718 -723 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case 1: 2054 58.23 IC 0.00 35.33 Maximum Bot Chord Forces Per Ply(Ibs) 496 58.23 TC 35.53 44.04 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 2550 463.64 BC 38.54 44.04 approved 1/30/2013 by ALSC Case 2: 2054 58.23 IC 0.00 35.33 A-Q 1097 -804 N-M 858 -846 496 58.23 TC 35.53 44.04 0-P 952 -863 M-L 858 -846 Bracing 2550 463.64 BC 38.54 44.04 P-O 952 -863 L-K 1030 -987 (a)Continuous lateral restraint equally spaced on Case 3: 2054 58.23 TC 0.00 35.33 O-N 985 -912 K-J 1616 -1592 member. 496 58.23 TC 35.53 44.04 2550 463.64 BC 38.54 44.04 Plating Notes Case 4: 2054 58.23 IC 0.00 35.33 Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. 496 58.23 TC 35.53 44.04 Webs Tens.Comp. Webs Tens. Comp. 2550 463.64 BC 38.54 44.04 Puriins Drag Load for wind only. C-Q 305 -358 N-G 773 -214 Q-D 500'-292 F-N 232 -658 In lieu of structural panels or rigid ceiling use purlins Additional Notes D-O 269 -440 G-L 332 -1068 to laterally brace chords as follows: E-O 124 -36 L-H 295 -525 Chord Spacing(in oc) Start(ft) End(ft) Negative reaction(s)of-1033#MAX.(See Max O-F 592 -178 H-K 260 0 TC 24 0.00 44.04 Reactions table above)Requires uplift connection. BC 50 0.00 44.04 The overall height of this truss excluding overhang is Apply purtins to any chords above or below fillers 11-5-11. at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. 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 WERCEIRME PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17594/T66/SPEC HamptonB7 Custom Qty: 1 FROM: DRW: T26 Wgt:212.8lbs .. / ... 11/10/15 • I 872 I 13'6-3 18'4.12 I 26'1.4 295' 30'1- . 8'7'7 4'11.1 4'10'9 7'8-8 34.12 T s 5X5 E =5 7F l `G\5X5 /SXS G I 12 7 /5X5; /3X8 �4X8(E5)• _ i .r n L II Za_101'2 M L K J I 85-6 7710 76-8 7612 3'6.8 r 85'5 I 16' I 196.8 I 26'1'4 I 29.7-12 I5 4 Al- Loading Criteria Ipso 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 J TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.097 B 999 357 A 986 /132 /519 /- /281 /5.5 BCLL: 0.00 'Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.211 B 999 357 I 1005 /224 /457 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.141 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.20 ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.618 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.652 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.01 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 885-1938 D-E 370 -795 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 437-1462 E-F 380 -639 Lumber C-D 607-1438 F-G 200 -380 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#21-1 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B2 2x4 SP#2: Webs2x4SP#3 A-M 1179 -584 K-J 305 -134 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' M-L 882 -434 J-I 0 0 Lumber value set"13B"uses design values L-K 882 -434 I-H 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-M 308 -408 K-F 596 -274 M-D 592 -296 F-J 361 -685 Plating Notes D-K 277 -461 J-G 806 -353 Plates sized for a minimum of 4.00 sq.in./piece. E-K 151 -98 G-I 458 -975 IJ 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 29.79 BC 120 0.00 30.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 11-5-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 AfCP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEAN:17596/T48/MONO HamptonB7 Custom Qty: 6 FROM: DRW: T28 Wgt:15.4 lbs .. / ... 11/10/15 12 1112X4 C 7 , 3X4 g rn 1113X8(E5) CV A ■ ■ ' ' " CO ■ � 1012 _t ►—� 1112X4 p 2'8" 2'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P1 in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI: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 A 88 /- /43 /- /39 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 88 /29 /61 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.009 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.111 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.056 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.040 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 54 -111 B-C 35 -45 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 4 -3 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 80 -70 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.67 BC 32 0.00 2.67 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-3-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC171 Ply:1 SEQN:17221/T39/COMN HamptonB7 Custom Qty: 2 FROM: DRW: T29D Wgt:134.4 lbs ... I ... 11/10/15 6'3" I 11'3" { 16'3" I 22'6" 6'3" 5' 5' 6'3" _ D._5X5 il 12 7 17. 92X4 C E M3X3 ° T2 IIIIIIIII- 03X48 3X4 =3X4(C4) , * 1114X10(E5) M3X4(C)A. A ,G ri. - �l io 0101"2 1 K J la4 6'4"12 =4X5 =4X4 3,7„4 6'1"4 6'4"12 r 6'4"12 I 10' I 16'1"4 I 22.6" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# roc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 F 999 267 A 752 /1190 /1309/- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 E 999 267 H 736 /1145 /1264/- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.075 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.449 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 2251 -2565 D-E 1057 -1161 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1831 -2026 E-F 1969 -2165 Lumber Loading C-D 891 -1050 F-G 2208 -2415 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP#2:T2 2x4 SP M-30: 3750#( 170.13 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#2 direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Camp. Webs 2x4 SP#3 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End :R A-K 1798-1685 I-G 1972 -1782 :Lt I t Slider 2x8 SP#2:BLOCK LENGTH= 1.5,5 00'Slider 2x4 SP# BLOCK LENGTH= 1. 0' Case 1: 3750 170.13 TC 0.00 22.04 K-J 1920-1804 G-H 489 -539 3750 447.76 BC 13.67 22.04 J-I 1920-1804 Lumber value set"13B"uses design values Case 2: 3750 170.13 TC 0.00 22.04 approved 1/30/2013 by ALSC 3750 447.76 BC 13.67 22.04 Maximum Web Forces Per Ply(Ibs) 3750 170.13 Plating Notes Case 3: 3750 447.76 TC BC 103.67 22.04 22.04 Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. Case 4: 3750 170.13 TC 0.00 22.04 C-K 223 -299 D-I 497 -242 3750 447.76 BC 13.67 22.04 K-D 451 -330 I-E 262 -291 Purlins Case 5: 2350 106.62 TC 0.00 22.04 In lieu of structural panels or rigid ceiling use puffins 2350 106.62 TC .0.09 5.50 to laterally brace chords as follows: Case 6: 2350 434.71 TC 0.00 22.04 Chord Spacing(in oc) Start(ft) End(ft) 2350 106.62 C 0.00 09 2.04 TC 24 0.00 22.04 Case 7: 2350 434.71 TC 0. 25.50 BC 56 0.00 22.50 2350 434.71 BC 0.09 5.50 Apply puffins to any chords above or below fillers Case 8: 2350 434 71 TC 0.00 22.04 at 24"OC unless shown otherwise above. 2350 434.71 BC 0.09 5.50 Drag Load for wind only. Wind li Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s)of-1190#MAX.(See Max Reactions table above)Requires uplift connection. The overall height of this truss excluding overhang is 7-3-10. 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 ;MELECONI_ PE No.60839 PE No.58544 PE No.71457 )N`d0 3dad NOlIV JOdHOO VOIHO1d V`•ONI 1.9O1ONH031 X3dd XVC J.8 03NMO 31,11VN SfOI1110I3 b SI A O1ONH031 X3dd LX_-,°, Z'.t.W.oe,00{13-11-3,-.•:1.r:TF.:.:?.nv 41-...; kri IrH III U41 I t x x x c c ` g RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 171 MODEL: HamptonB7 Custom DESIGNED/CHECKED: EAC 1R E1RVSS ------__.-.__- A DIYMION OF @T RUEHOUS4 all i,1!FP I I I PE;\( TECHNOLOGY This drawing is not sufficient alone for installation. . Additional instructions accompanying this drawing, gli including BCSI-B1, should be 01 used in conjunction with the architectural and structural plans during installation. If SCSI-B1 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. I Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the struclymill I erf�yl iding desiF } e,4, Nj��;. 2Q ,% '. �o �. t : Ni , CC- *; OV :z.. � . T;:e : x;40 I ''`'.• �: O.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 �''r "sj,r't;ii,, N. 311V0 3dad NOLLV?:10d2:100 VC112:10-Id V"OM A0010NH031 X3dV XV('AS C13NMO 3IAIVN snoliiiold Ny SI 19010NH331X3dV 1 F 41.r• Ar -- ■ . . ....:, i . : ii . i ,,_ • ..••• .........,....... ,„ „)1, ,. .: . .... II 111 1 1 , •: Ll . .,., ..., 11111 I II . -. .., :•• . II 1 i :- . - :,, i 16, ,.. I _. . _ • i . . • . • .. . : .. . • . .....• . .: • . .: • . • . .: •• .. • •‘• .. : i 2 1 III■■II.No 1 a ...m■.I.om..• VAIIIIIIIIIEW111111 II 1 MIMI 11111111111111 LVIIIII INA! 11 111111 Milliglk °I\ 4 i I RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club • LOT NUMBER: 171 MODEL: V4/ HamptonB7 Custom pm DESIGNED/CHECKED: EAC ' 411111111 1R E1R SS A DIVISION OF €TRUEHOUS4 L—HT= i HTU26 4 HTU26 HTU2ti 4 i'l!IFP IIIP;;\( / - TEC H NOLOGY This drawing is not sufficient 1 alone for installation. t: Additional instructions I '— accompanying this drawing, g A n including BCSI-B1, should be it 1 1 used in conjunction with the 1 1 architectural and structural plans during installation. If BCSI-B1 has not been • shipped to the site with the , components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic, or other ILI\ lateral forces,and permanent Ij bracing for all structural elements, is the responsibility of the Engineer of Record for the struacure or the building Olt yriAtW/T.p1 2Q 0. haf m,4 oleo\ - \ ) r 4 S� •Nc' �' is i_, \Ao I w - = w I F Z• s lirm".1e,_„. -: .7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 `�(.. .ir'"�1. • • .o .,0 rt„111