Loading...
2349 SEMINOLE REACH CT - TRUSS■ Individual Site Information 2349 Seminole Reach Court Duval Structural Engineer of Record Derek B. Murray PE No.71457 iltil!IPPIIPE/ ( 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TOLL 20 psf TOLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 17 psf Enclosed Structure(0.18) BOLL 10 psf BOLL 00 psf Exposure D BCDL 05 psf 0 BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 O Design Program:ITW VIEW v1.00.00 �^ `O This Package inlcudes 89 truss designs with individual date of design NO JOB ID TRS ID i DATE NO JOB ID I TRS ID I DATE JOB ID I TRS ID DATE 1 ATKaplanResidence 801 i11/19/2015 31 ATKaplanResidence FG1 11/19/2015 61 ATKaplanResidence J10A 11/19/2015 2 ATKaplanResidence B02 11/19/2015 32 ATKaplanResidence FG2 11/19/2015 62 ATKaplanResidence J10B 11/19/2015 3 ATKaplanResidence B03 11/19/2015 33 ATKaplanResidence FG3 11/19/2015 63 ATKaplanResidence J10C 11/19/2015 4 ATKaplanResidence B04 11/19/2015 34 ATKaplanResidence FG4 11/19/2015 64 ATKaplanResidence TO1 11/19/2015 5 ATKaplanResidence B05 11/19/2015 35 ATKaplanResidence FG5 11/19/2015 65 ATKaplanResidence T02 11/19/2015 6 ATKaplanResidence F01 11/19/2015 36 ATKaplanResidence FG6 11/19/2015 66 ATKaplanResidence 103 11/19/2015 7 ATKaplanResidence F02 11/19/2015 37 ATKaplanResidence FG7 11/19/2015 67 ATKaplanResidence T04 11/19/2015 8 ATKaplanResidence F03 11/19/2015 38 ATKaplanResidence FG8 11/19/2015 68 ATKaplanResidence 105 11/19/2015 9 ATKaplanResidence F04 11/19/2015 39 ATKaplanResidence FG9 11./19/2015 69 ATKaplanResidence T06 11/19/2015 10 ATKaplanResidence F05 11/19/2015 40 ATKaplanResidence FGE1 11/19/2015 70 ATKaplanResidence 107 11/19/2015 11 ATKaplanResidence F06 ,11/19/2015 41 ATKaplanResidence FGE2 11/19/2015 71 ATKaplanResidence T08 11/19/2015 12 ATKaplanResidence F07 11/19/2015 42 ATKaplanResidence FGE3 11/19/2015 72 ATKaplanResidence TWA 11/19/2015 13 ATKaplanResidence F08 11/19/2015 43 I ATKaplanResidence FGE4 11/19/2015 73 ATKaplanResidence 109 11/19/2015 14 ATKaplanResidence F09 111/19/2015 44 ATKaplanResidence FGE5 11/19/2015 74 ATKaplanResidence T10 11/19/2015 15 ATKaplanResidence F10 111/19/2015 45 ATKaplanResidence GE01 11/19/2015 75 ATKaplanResidence T11 11/19/2015 16 ATKaplanResidence F11 11/19/2015 46 ATKaplanResidence HJO1 11/19/2015 76 ATKaplanResidence 112 11/19/2015 17 ATKaplanResidence F12 111/19/2015 47 ATKaplanResidence HJO2 11/19/2015 77 ATKaplanResidence 113 11/19/2015 18 ATKaplanResidence F13 111/19/2015 48 ATKaplanResidence ' HJ03 11/19/2015 78 ATKaplanResidence T14 11/19/2015 19 ATKaplanResidence F14 111/19/2015! 49 ' ATKaplanResidence HJO4 11/19/2015 79 ATKaplanResidence T15 11/19/2015 20 ATKaplanResidence 1 F15 111/19/2015 50 ATKaplanResidence J01 11/19/2015, 80 ATKaplanResidence T16 11/19/2015 21 ATKaplanResidence ' F16 111/19/2015 51 I ATKaplanResidence I J02 11/19/2015 81 ATKaplanResidence 117 11/19/2015 22 ATKaplanResidence F17 11/19/2015 52 I ATKaplanResidence J04 11/19/2015 82 ATKaplanResidence 118 11/19/2015 23 ATKaplanResidence F18 11/19/2015 53 ATKaplanResidence J05 11/19/2015 83 ATKaplanResidence T19 11/19/2015 24 ATKaplanResidence F20 •11/19/2015 54 ATKaplanResidence J06 11/19/2015 84 ATKaplanResidence 120 11/19/2015 25 ATKaplanResidence F21 11/19/2015 55 ATKaplanResidence J07 11/19/2015 85 ATKaplanResk-nce T21 11/19/2015 26 ATKaplanResidence ' F22 11/19/2015 56 ATKaplanResidence J08 11/19/2015 '86 ATKapla -esiden - T22 11/19/2015 27 ATKaplanResidence F23 11/19/2015 57 ATKaplanResidence J08A 11/19/2015 87 ATKapI. R Bence 723 11/19/2015 _ 1 11 11/ 28 ATKaplanResidence F24 '11/19/2015 58 ATKaplanResidence J09 11/19/2015 88 A • .: A gg/ /sst} 11/19/2015 29 ATKaplanResidence F25 11/19/2015 59 ATKaplanResidence JO9A 11/19/2015 ••: T :pReeidf t)' ' , 11/19/2015 ,'NSE 30 ATKaplanResidence F26 11/19/2015 60 ATKaplanResidence J10 11/19/20151 \u„(4/4--/• ••• Apex Technology V V =W ;Wz - Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7543-1745 .. OF �2 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)821-5200 L f ; ,-\' The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings list ab eN .) and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per AN .� 2002 Section 2 #0,_04.-,•••• )..• '.If' 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 61G /4 c r.' �.' 31.003 of the Florida Board of Professional Engineers • ///�,„�''11/19/2015 Job#ATKAPLANRESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 7' 01'00"00 J08 JACK 4.00/12 Pitch 1 -Ply 1 34.93 18.00 2 13.44 1.00 3 23.79 31.00 1 0100"00 JO8A JACK 4.00/12 Pitch 1 -Ply 1 36.45 13.00 2 12.96 0.00 3 22.94 23.00 7 03'00"00 J09 JACK 4.00/12 Pitch 1 -Ply 1 104.78 64.00 2 38.65 0.00 3 72.59 90.00 1 1 03'00"00 JO9A JACK 4.00/12 Pitch 1 -Ply 1 100.89 44.00 2 41.87 0.00 0 3 74.29 67.00 4 05'00"00 J10 EJACK 4.00/12 Pitch 1 -Ply 1 169.30 136.00 0 2 114.85 89.00 3 120.12 142.00 9 05'00"00 J10A EJACK 4.00/12 Pitch 1 -Ply 1 165.58 109.00 2 70.41 2.00 3 124.24 148.00 3 05'00"00 J10B EJACK 4.00/12 Pitch 1 -Ply 1 165.58 77.00 2 70.41 0.00 3 124.24 111.00 1 05'00"00 J10C EJACK 4.00/12 Pitch 1 -Ply 1 165.59 55.00 2 70.41 0.00 3 124.24 86.00 1 14'00"00 T01 HIPS 4.00/12 Pitch 1 -Ply 1 877.55 648.00 2 879.32 650.00 2 14'00"00 T02 COMN 4.00/12 Pitch 1 -Ply 1 453.30 364.00 2 453.30 364.00 1 07'00"00 T03 MONO 4.00/12 Pitch 1 -Ply 1 1363.86 1074.00 2 840.36 694.00 1 30'00"00 T04 COMN 4.00/12 Pitch 2-Ply 1 1903.60 1521.00 2 2365.51 1852.00 2 30'00"00 T05 COMN 4.00/12 Pitch 1 -Ply 1 971.36 787.00 2 971.36 787.00 2 30'00"00 T06 COMN 4.00/12 Pitch 1 -Ply 1 971.36 788.00 2 971.36 788.00 2 30'00"00 T07 COMN 4.00/12 Pitch 1 -Ply 1 1102.66 787.00 2 1103.39 787.00 3 30'00"00 T08 COMN 4.00/12 Pitch 1 -Ply 1 1102.66 788.00 2 1103.39 788.00 2 30'00"00 TO8A COMN 4.00/12 Pitch 1 -Ply 1 1102.66 788.00 2 1103.39 788.00 4 31'06"00 T09 SPEC 4.00/12 Pitch 1 -Ply 1 1152.86 429.00 2 1150.33 451.00 1 30'00"00 T10 HIPS 4.00/12 Pitch 2-Ply 1 2422.13 1947.00 2 2422.13 1947.00 2 07'00"00 T11 HIPM 4.00/12 Pitch 1 -Ply 1 343.76 262.00 2 502.06 365.00 2 07'00"00 T12 HIPM 4.00/12 Pitch 1 -Ply 1 1218.03 1008.00 2 948.71 790.00 3 18'00"00 T13 COMN 4.00/12 Pitch 1 -Ply 1 582.82 470.00 Page 2 of 4 Job#ATKAPLANRESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4• 18'02"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 942.69 0.00 2 1609.76 0.00 4 14'00"08 F11 SY42 0.00/12 Pitch 1 -Ply 1 842.16 0.00 2 1798.95 0.00 1 18'03"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 919.24 0.00 2 1908.36 0.00 2 14'00"08 F13 SY42 0.00/12 Pitch 1 -Ply 1 841.53 0.00 2 1851.13 0.00 2 16'02"08 F14 SY42 0.00/12 Pitch 1 -Ply 1 994.24 0.00 2 998.43 0.00 4 13'09"00 F15 SY42 0.00/12 Pitch 1 -Ply 1 853.84 0.00 2 836.91 0.00 5 15'11"08 F16 SY42 0.00/12 Pitch 1 -Ply 1 990.74 0.00 2 973.84 0.00 2 13'03"04 F17 SY42 0.00/12 Pitch 1-Ply 1 808.54 0.00 2 808.54 0.00 5 21'06"12 F18 SY42 0.00/12 Pitch 1 -Ply 1 881.75 0.00 2 881.75 0.00 1 15'11"08 F20 SY42 0.00/12 Pitch 1 -Ply 1 529.05 0.00 il 2 721.48 0.00 3 722.92 0.00 1 0810"12 F21 SY42 0.00/12 Pitch 1 -Ply 1 1172.60 0.00 2 997.30 0.00 1 08'10"12 F22 SY42 0.00/12 Pitch 1 -Ply 1 769.63 0.00 2 1177.57 0.00 3 580.90 0.00 4 1146.73 0.00 2 04'01"00 F23 SY42 0.00/12 Pitch 1 -Ply 1 238.92 0.00 2 238.92 0.00 4 08'10"12 F24 SY42 0.00/12 Pitch 1 -Ply 1 537.29 0.00 2 537.29 0.00 1 11'11"06 F25 SY42 0.00/12 Pitch 1 -Ply 1 726.52 0.00 2 726.52 0.00 9 1710"04 F26 SY42 0.00/12 Pitch 1 -Ply 1 1108.28 0.00 2 1091.39 0.00 1 09'00"00 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 82.91 0.00 2 1004.59 0.00 1 0511"06 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 709.04 0.00 1 21'00"00 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 2575.50 0.00 1 17'10"04 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 2185.42 0.00 1 11'11"06 FGE5 SY42GABL 0.00/12 Pitch 1 -Ply 1 9.52 0.00 2 1443.52 0.00 Total of Trusses 231 Maximun Height 06'00"09 Page 4 of 4 9' 8"- 12' 0" I=X • D G> CO O II;. m m z� Z D 3"TYP_> j�= C oo C c (f �: m' CD O? W � j ao % I� Co =m Z � 3�8" _ m ern m p/ '� w00, p `JJ om Z r ' O O �:' O 1 m m C _ Z �II N Z - 'o W ,m7 v I N \ O > 0 o r Cn -{ CO �� Z/ m00 1 .x, / WOD mX D mX �T m/ .� �� , � zr D � Drn o n O m j m z m Z m H �7 X f• ZTI O X z pN cn o� m fJ �? ry c:3 (n N ° cn N N y ZJ C co • -i D �O 00 D O _ Icy �� me rn Or 9 Or y� m = D D mm co W z> O CO O CO <o c� mn n mn ob700:1000 mm mm m m D 0 W CO z^ W D 0) W z 24� -0n � I- Z ,9E,1 OzZmm z X � CID PI' D N° rHU G--) r m r m � m m H Z7 ym pnC C° 71 n D m -105z ml cn<z C m � � W< m W m DJ 0 0 m mp p o� n 0 o - �Dp W p 0 CO CD cn Z $ e ml rp cflZ ry Z z < m D r ;Cl -I z o ry D = N O Z D p N O ° z zcnp v 5 'U —I Im >71 x2 > Dx cA 6/1 m mz m0 ▪ O = z x m N x m N .... \ N ° CD N ° C ▪ -< - -{--i \ D D O T D O O -2i O rn D co f CO W= W W o_ O m 0 m z n z O m n D mm m m D W CO OG X 2 co-< O ¢X - 7� D > ) 7 9\ • r S > mK > \¥ x _ \/ CO > - C \/ \ 0 0 \§ 13 wE \ x> 2 \/ \ § 0> or- 1* \ 04q O > % 0 / -0 > X § \ \ _` > m (/ � ?« ? , § 7/ 0 �, eo � � « « - 2, y 3 \ % t 2 0 _ a o- 7) o e $2 §§§ zzzz z3 « R z e§ x▪o 00KM 7 i ID -0 - ° > ° i§ Aa 5a = � §& °Erb $) \\\ ? \ \ )§ 2229 7 • > > \qn dgXX § � ] ° / / { — k0` 60 \ X > x - / zK / % § q / ,,■ �� HC / 2 }AbWa oI \ § \ • o k § OE ( r- �` § $ ) P j R 0 `` \ ® ® 4• * . k0 o > ' z) §\ k -4� I \ xjHZ ), a7J ® -\-. yo 1X0 7 ° ° § � § 0 \ \ \ . \ \} Cu� \ § I� \ M0 §\ > 4 a � ƒ / , a� > Iq o z 3 coo \/ 0 >0 I§ c -0 k Me -I H C (\ ? � �� $ o ® -0' `\ ? § § \/ , » / Xf ®¥ ~ a . oaor k f \ //"0 ® ? gym0 CA 1/1 o m- m K = CA 0\ \E . a zg / i §2 \? 44 § S 2 O z > °M \ MO q > / = g® Li > / M -I a O / f / X H c -1> CO m mm zx ' m sZ 1 __ 0 ° Z y /L--- -1 D DT 0 m 1 m al � N -0 N x 0-3 7l D �� 7J al P r z / (/) 0. Z 5 O = D� m� ;op D . ` (0 a. (t) a/ - � Z (n N U) -I -a D X m -t X D F m� C y (nD vm (n (n m o r (n -< 5 2 z px O / O r °Z K AI A mz x �'k 73 rn >m xn -4- C � w j -I -a-1 o� Cn D 1- rn XSi D -o g 0 N co o. (n 0. -° z ap N � � � D D "(1,1 O v / g O _ > z m /r` //� mm ° , Zz C <p (n zi' (n OV Z CN Z N 1CI O y Z FZ x A Cn CO C m� 0 71 \\ j CO m ms _ °; r < 0 O O x mO O x5 7J , , 0 romih■ Z C " m� I rN -� X a)`7,a ( § D 0 / (I a n I xi0-0 0 ( a x N D i )N ^ 13 Q. >cn 7J N)m w D V m _ m 2/ D CA A 0 (/1 m -. 2 m > D 0 N N.) 2 Z imiri O O Z Z M m O "H \\o / 0 / X Z -I D S mm -x CO -1 - m -I < D 4, 71 2 o0 .0 > m -� - O rn Do 0 x•m o 0 11 --1 oD mcnm owz -�: N2 2;7e; > X cn 20 00 a .. ■��� rn cn C .. ■��� o zOm 0CD m �FA:=u� m 1�n�■��.� 2 0Z = W 0 > / 0 0 w 0 Cr) =Z m > 0 m 0 ,� OD - , _ -I Cn Am 0 0 O Z m cn z D -0 O O * Dr m m O G ;��0 C7 O �p Z !^ - I �m r � U) mC D / 2Z Z VJ _4t. cnm � m00 f cn W "" Dmn 00m X m C7 m Ih mD mmG? mm0 (�OD �1 X7 m m K cn 1-1 -co D W N -n GI c � 1- _ c U' m _ itl x 0 (n 2 -I O m> mu) mmm mw Cn PO 0m Dip 0IH D 11 Z � 20 0o pD0 ��—�1 -I --I O O CO `o � D OZO 0 0D ' ■ amo = D m z D o_ mD � mm .� / ul o m 0 m mZ Zw 2WZ n m 7777 H co 0 r-.,, Z N .Z7 > �i-11 - c/) C7 D ^D z o> 0 • a .�■ r - 0 �■ Cl) r r ` / <o 0 -I a % far C < 0 o 2 m - _ Z c oS D� D , O m / Z Z z 0 r r Z a 0 / ) 0 1-sz z0 c0 � '• '• o D ■ -< H z ? pp D �, 0 - O = r 71 Q z -x‘? D -< Z O /// D m m C H pc �- 0 00 > O - C� i O c- 0 mcn Z Z -u m � Z � -2-1 fr m O cn D m D om m �1 mDA a> 0 r.o om o > y m m p �T1 r ccn m 2 7J —� `N i D C m 7 D� _ II _ 73 r t 08 m r n O x? DU' mx 0 u) QD O C fr, Q = rn o m ,I7 P.,:-" m -�� • Fo • Dr o _ 0 .z. `i C m —i r 0 cnm m O A N - i ; D \ O �0 o 0 O m 77 Oz � � P m < �J D r- Fri V1 OM= 002 _ z 00 z • m cn 1 z0 � � W —{ T .1"/ (n C) 2 � 7 -I-I O i':�i=i2 I i D 111,�l� O O z r- 27 G 0 O�7 p 0 0 C 2 TD C o am ATKaplanResidence Ply:1 SEAN:17379/T44/FLOC) Kaplan Residence Qty: 1 FROM: DRW: B02 • Wgt:0.0 lbs ... / ... 11/19/15 T B A 8'3" 11'0"8 11'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ufa• Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 600 C 4479 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 D 3904 /- /- I- l- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 4.2 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 3.7 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:0.0"x16.0"1.55E TimberStrand LSL 1.55E TimberStrand LSL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Special Loads --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 15 plf at 0.00 to 15 plf at 11.04 BC-1811 lb Conc.Load at 1.54,3.54,5.54,7.54 BC- 974 lb Conc.Load at 9.54 Additional Notes Deflection meets L/600 live and U240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epn Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 inSIMEMEE ATKaplanResidence Ply:4 SEQN:17393/146!FLOO Kaplan Residence Qty: 1 FROM: DRW: B04 Wgt:0.0 lbs ... / ... 11/19/15 • T C 8'3" 21'6"12 21'6"12 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 600 C 5826 /- I- /- I- 17.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 360 0 6673 I- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.7 Des Id: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header:0.0"x16.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows© _"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. ""Warning:Fastening of plies required'" Special Loads ----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) From 15 plf at 0.00 to 15 plf at 21.56 BC-1091 lb Conc.Load at 2.00.4.00.6.00,8.00 10.00,12.00,14.00,15.48,19.48 BC-2353 lb Conc.Load at 17.48 Additional Notes WARNING!Mid-panel deflections excessive Framing member has vertical deflection of 0.48"due to live load and 0.29"due to dead load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. ^` , 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer LL X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 lirinCEIEM ATKaplanResidence Ply:1 SEAN:17313/7111/SY42 Kaplan Residence Qty: 3 FROM: DRW: F01 Wgt:56.0lbs ... / ... 11/19/15 5'4"8 f 6'3" 0"8 I 2 " H {---2'6"--{ (TYP) 1111X3 =3X3 III 1X3 =3X3 I1I1X3 A B C D E TeJ1 t N 1 r— - -=- 00tni 19'8"14 f � 3X3 III 1X3 3X3 I=4X4 H G F • g' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.050 C 999 600 I 559 /- /- /- /- /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.110 C 952 240 F 542 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 B - - I Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.033 B - - F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code!Mist Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.690 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.535 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.223 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 -608 I:NA GCpi:NA Plate Type(s): B-C 0 -606 D-E 0 0 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 I-H 546 0 G-F 606 0 Bot chord 4x2 SP#2 H-G 608 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -11 H-C 48 -53 In lieu of structural panels or rigid ceiling use purlins A-I 0 -112 G-D 115 -8 to laterally brace chords as follows: I-B 0 -683 D-F 0 -744 Chord Spacing(in oc) Start(ft) End(ft) B-H 162 -3 E-F 0 -125 TC 24 0.25 9.00 BC 105 0.25 9.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECEERna PE No.60839 PE No 58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17315/T110/SY42 Kaplan Residence Qty: 1 FROM: DRW: F03 Wgt:75.6 lbs ... / ... 11/19/15 61" " 11'8" I a 61 4 53 F'7 H I'-_26"--I (TYP) 1113X4 1111X3 IIIA1X3 B met IllbX3E °3X3[10] I1113 Ti F • ± MI1 Iil 19'8"14 1114X5:_3 =3X3 I =3X3 1 L 3X3[4] J =3X3 H 8" I i 11' - "i I 11'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.040 E 999 600 K 1695 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.085 E 999 240 H 629 /- /- I- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 H - - K Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.014 H - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.670 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.526 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.422 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 -19 D-E 0 -875 I:NA GCpi:NA Plate Type(s): B-C 404 -23 E-F 0 -871 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0 -867 F-G 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire L-K 25 -341 J-I 875 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" K-J 554 89 I-H 684 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Additional Notes Webs Tens.Comp. Webs Tens. Comp. See detail STRBRIBR1014 for bracing and bridging ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) recommendations. L-A 10 -208 J-D 0 -256 TC-From 114 plf at 0.12 to 114 plf at 11.67 Truss must be installed as shown with top chord up. L-B 887 -63 E-I 39 -100 p BC-From 10 plf at 0.00 to 10 plf at 11.67 M-L 4 -81 I-F 234 -14 TC- 300 lb Conc.Load at 0.12 The overall height of this truss excluding overhang is B-K 0-1055 F-H 0 -841 BC- 550 lb Conc.Load at 0.00 2-0-0. K-C 0 -953 G-H 0 -118 C-J 466 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [4] 3X3 1.25 L 1.25 [10] 3X3 1.75 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 11.54 BC 120 -0.12 11.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray lingiarni PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17316/T107/SY42 Kaplan Residence Oty: 11 FROM: DRW: F04 Wgt:249.2 lbs Page 2 of 2 ... / ... 11/19/15 Z-H 75 -267 R-Q 0 -112 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 e:47>\( Michael G Kozlowski Jeffrey P Ameson Derek B Murray iirEEECHEM PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17317/T108/SY42 Kaplan Residence Qty: 8 FROM: DRW: F05 Wgt:266.0 lbs Page 2 of 2 ... / ... 11/19/15 AB-H 0 -500 Q-S 0 -1093 • H-AA 591 -148 S-R 0 -91 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 IDIEMMEMI PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17319/T39/SY42 Kaplan Residence Qty:4 FROM: DRW: F07 • Wgt:128.8lbs ... / ... 11/19/15 • _ 10'6" 11'9"14 22'2"6 10'6" '�.3"14 r 10'4"8 H I-2'6"--I (TYP) 112X4 cc D E W=3X4 _ s A =X8 IILX4 =3X4 1112X4 1112X4 =3X4 1112X4 I m X8 11122(4 T7,,,,J68 %C Ni l �, 19•8"14 I =4X8 =3X3[8) =3X4 =4X8 =4X5[18) IR Q P 0 N M L =4X8 W=H0310 1 272"6 -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL !W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.307 E 858 600 R 1452 I- I- l- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.583 E 451 351 L 1372 /- I- I- I- /- . BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.052 L - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.098 L - - L 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: 0.654 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.791 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.739 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 F-G 0 -4043 I:NA GCpi:NA Plate Type(s): , B-C 0-2965 G-H 0 -2943 Wind Duration:NA WAVE,HS VIEW Ver:15.01.02F1.1028.19 C-D 0-2965 H-I 0 -2943 Lumber Camber D-E 0-4044 I-J 0 -2943 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.30"DL:0.34".See detail E-F 0-4051 J-K 0 0 Top chord 4x2 SP M-30:T2 4x2 SP#2: DEFLCAMB1014 for camber recommendations. Bot chord 4x2 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Attach notched end verticals)to next end vertical R-Q 1712 0 0-N 4051 0 approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or Q-P 3722 0 N-M 3709 0 (5)qty. 15-Gauge,7/16•'Crown,2-1/2"length wire p-O 3722 0 M-L 1722 0 Special Loads staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Maximum Web Forces Per Ply(lbs) TC-From 128 plf at 0.12 to 128 plf at 6.25 Webs Tens.Comp. Webs Tens. Comp. TC-From 114 plf at 6.25 to 114 plf at 22.20 Additional Notes BC-From 10 plf at 0.00 to 10 plf at 22.20 +2x6 continuous strongback.See detail S-R 0 -13 F-N 0 -294 Plate Shift Table STRBRIBR1014 for bracing and bridging A-R 0 -133 N-G 687 -1 recommendations. R-B 0-2141 G-M 0 -949 JT Plate Lateral Chord JT Plate Lateral Chord Truss must be installed as shown with top chord up. B-0 1552 0 H-M 0 -275 No Size Shift Bite No Size Shift Bite C-Q 0 -305 M-J 1513 0 (8) 3X3 1.25 R 1.25 (18) 4X5 S 1.50 The overall height of this truss excluding overhang is Q-D 0 -938 J-L 0 -2116 2-0-0. D-O 661 -27 K-L 0 -120 Purlins O-E 0 -283 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 22.07 BC 120 0.12 22.07 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ATKaplanResidence Ply:1 SEQN:17321/T29/SY42 Kaplan Residence Qty:4 FROM: DRW: F09 Wgt:39.2lbs ... / ... 11/19/15 2'9" 2'1I 1'8 5'7"8 I 2,9" 1"8 2,9" "f 2'6"-•f (TYP) 3X3 1111X3 w 3X3 1111X3 A B C D I INI f 19'8"14 =3X3 1111X3 =3X3 H GF E 1111X3 1 5,7„8 J Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.011 G 999 600 H 349 /_ /_ /_ /_ /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.020 G 999 240 E 349 /- I- /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - H Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL):0.003 E - • E Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.500 Maximum Top Chord Forces Per Ply(Ws) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.145 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.111 A-B 0 0 C-D 0 0 C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: B-C 0 -303 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) H-G 302 0 F-E 302 0 Top chord 4x2 SP#2 G-F 303 0 Bot chord 4x2 SP#2 Webs 4x2 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-H 0 -121 F-C 52 0 Purlins H-B 0 -371 C-E 0 -371 In lieu of structural panels or rigid ceiling use purlins B-G 52 0 D-E 0 -121 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.63 BC 68 0.00 5.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17323/T52/SY42 Kaplan Residence Qty:4 FROM: DRW: F11 Wgt:81.2 lbs ... / ... 11/19/15 I 8'' 18'6°14'6"8 8' 6"8� 56" 12,6" ..1 (TYP) III 12(3 °iX8 III 8(3 _3X3111E 3 =3X8 III�X3 T 38 N ��W D r �F� H 3.• •— • ■ 1 8'3" =3X8 III1X3 M=3X8 K = X4 =13X8 i 14'0"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.140 D 999 600 M 842 I_ l- I- 1_ /7.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.257 D 630 240 I 1799 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.032 B - - I Min Brg Width Reg= 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: 0.251 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.381 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.459 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2193 I:NA GCpi:NA Plate Type(s): B-C 0-2201 E-F 0 -2180 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-2201 F-G 122 -1 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SF'M-31 recommendations. M-L 1419 0 K-J 2193 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2198 0 J-I 1379 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-M 0 -11 D-K 0 -103 TC-From 114 plf at 0.13 to 114 plf at 13.79 A-M 0 -122 E-J 0 -254 BC-From 10 plf at 0.00 to 10 plf at 14.04 M-B 0-1578 J-F 889 0 BC- 943 lb Conc.Load at 13.92 B-L 865 0 F-I 0 -1658 C-L 0 -308 G-I 0 -270 Purlins L-D 4 -2 I-H 94 -815 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.04 13.38 BC 120 -0.04 13.46 Apply purtins 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 elDIPEC Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17325/T95/SY42 Kaplan Residence Qty:2 FROM: DRW: F13 Wgt:81.2 Ibs I ... 11/19/15 8' ,8'6X 14V8 8 8' 6" 5'6" I--2'6"--I (TYP) 1111X3 13 = (8 1113 C3 E (8 III6X3 1 / 8'3" =3X8 1111X3 L M 3X8 K =,j 3X4 =3X 1 14'0"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.140 D 999 600 M 842 /_ /_ /_ /_ /7.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.257 D 631 240 I 1851 /- l- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - M Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.032 B - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Mist Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.251 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.381 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.460 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-8 1 0 D-E 0 -2188 I:NA GCpi:NA Plate Type(s): B-C 0-2199 E-F 0 -2175 Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 C-D 0-2199 F-G 129 -1 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 recommendations. M-L 1418 0 K-J 2188 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2194 0 J-I 1374 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-M 0 -11 D-K 0 -103 TC-From 114 pH at 0.13 to 114 plf at 13.79 A-M 0 -122 E-J 0 -254 BC-From 10 plf at 0.00 to 10 pH at 14.04 M-B 0-1576 J-F 890 0 BC- 994 lb Conc.Load at 13.92 B-L 863 0 F-I 0 -1659 Puffins C-L 0 -308 G-I 0 -278 L-D 6 -2 I-H 99 -859 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 13.54 BC 120 0.13 13.63 Apply purtins 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 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17327/T67/SY42 Kaplan Residence Qty:4 FROM: DRW: F15 • Wgt:75.6 lbs ... / ... 11/19/15 8' 16" 13'9" 1-2'6" -I (TYP) 1111X3 1111X3 = X8 III 8(3 = X3 E ee 8 1111X3 T3..8 M A �� _ 1i �� G 1 ■. . (1)8'3" =3X8 1111X3 =4X5 =3X8 K J =3X4 H k 13'9" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) Def/CSI Criteria •Maximum Reactions fibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.142 D 999 600 L 854 /- /- /- /- /7.2 BCLL: 0.00 Enclosure:NA Lc:NA Cs:NA VERT(TL): 0.259 D 624 240 H 837 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - L Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.032 B - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.219 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.345 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.459 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 -2274 I:NA GCpi:NA Plate Type(s): B-C 0-2249 E-F 0 -2261 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-2249 F-G 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire L-K 1443 0 J-I 2274 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" K-J 2279 0 1-H 1506 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Purlins +2x6 continuous strongback.See detail In lieu of structural panels or rigid ceiling use purlins STRBRIBR1014 for bracing and bridging M-L 0 -11 D-J 0 -98 to laterally brace chords as follows: recommendations. A-L 0 -122 E-I 0 -236 Chord Spacing(in oc) Start(ft) End(ft) L-B 0-1604 I-F 839 0 TC 24 -0.04 13.46 Truss must be installed as shown with top chord up. B-K 890 0 F-H 0 -1658 BC 120 -0.04 13.46 The overall height of this truss excluding overhang is C-K 0 -305 G-H 0 -124 Apply purtins to any chords above or below fillers 1-4-0. K-D 0 -33 at 24"OC unless shown otherwise above. Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=13'6" uses the following support conditions: Bearing H (13'6",8'3")U414 Supporting Member:(1)3.5x16 1.55E TimberStrand LSL (16)0.148"x3"nails into supporting member, (6)0.148"x3"nails into supported member. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17329!T30/SY42 Kaplan Residence Oty: 2 FROM: DRW: F17 • Wgt:75.6lbs ... / ... 11/19/15 5'4"12 I 7'10"12 I 13'3"4 5'4"12 2'6" 5'4"8 I-2'6" I 2'3"4 (TYP) 1111�C3 °?X8 1114X4 IIII3X3 =ixs III]X3 T 3"88 L HH �� �t� rr G '� 8'3" =3X8 =3X4 1:: ' Fi K=-3X8 J I 3X8 1 13'3"4 --- i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.159 D 962 600 K 809 /- /- /- /- /7.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.381 D 402 240 H 809 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - K Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.067 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.892 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.830 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.415 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 -2033 I:NA GCpi:NA Plate Type(s): B-C 0-2032 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-2048 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 STRBRI8R1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 recommendations. K-J 1348 0 I-H 1349 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. J-I 2048 0 Lumber value set"136"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins L-K 0 -11 D-I 0 -292 to laterally brace chords as follows: A-K 0 -123 I-E 843 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0 -1498 E-H 0 -1500 TC 24 0.13 12.90 B-J 842 0 F-H 0 -121 BC 120 0.13 12.90 J-C 0 -302 H-G 0 -11 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.16"DL:0.22".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEON:17331/T56/SY42 Kaplan Residence Qty: 1 FROM: DRW: F20 Wgt:88.2 Ibs ... I ... 11/19/15 5'4"8 11"12 11'4"4 131" 15'11"8 I' 5'4"8 17"41 5,4•,8 1 1 8"12 1 2'10"8 'I 2,6„_-I (TYP) A —B 4 c —DX4 E p(3 —G 3 H T S�8 O I � 8,3„ =3X3 '7e.--. �� / F 4X5 0 N 4X5[9] L K =4X5 1 8'8" 1 7'3"8 1 I- 15'11"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.058 C 999 600 p 529 /- /- /- I_ /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.113 C 896 240 M 721 /- l- 1- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - M' 102 I- l- I- I- /84.8 Des Ld: 62.00 EXP:NA HORZ(TL):0.019 B - - P Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code f Misc Criteria Creep Factor.1.5 M Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.561 M Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.443 Bearings P,M,&M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.256 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 1 0 E-F 22 -50 Lumber Additional Notes B-C 0 -817 F-G 3 28 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-D 0 -819 G-H 1 0 Top chord 4x2 SP#2 recommendations. D-E 22 50 Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply Ibs Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 1-4-0. approved 1/30/2013 by ALSC P-0 780 0 M-L 41 -1 0-N 819 0 L-K 28 -3 Plating Notes N-M 815 0 K-J 42 0 All plates are 1X3 except as noted. Plate Shift Table Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 0-P 0 -11 E-M 0 -299 (9] 4X5 1.50 R 1.25 A-P 0 -115 M-F 22 -43 P-B 0 -867 F-L 0 -246 Purlins B-O 127 0 K-G 0 -276 In lieu of structural panels or rigid ceiling use purlins 0-C 65 -38 G-J 0 -48 to laterally brace chords as follows: N-D 78 0 H-J 0 -123 Chord Spacing(in oc) Start(ft) End(ft) D-M 0 -926 J-I 0 -11 TC 24 0.13 15.58 BC 120 0.13 15.58 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 AP7;\, Michael G Kozlowski Jeffrey P Ameson Derek B Murray iiiinaMOES PE No.60839 PE No.58544 PE No 71457 ATKaplanResidence Ply:1 SEQN:173331 T50/SY42 Kaplan Residence Qty: 1 FROM: DRW: F22 • Wgt:54.6 lbs ... / ... 11/19/15 574 6'0"4 8'10"12 5'0"4 I 1' I 2'10"8 I 2,6„--IF-2,0„4-H (TYP) A =-3X4 4 m 3X3[5] D4[ 8] E T ye L �■ liethim..... .1 F I / I _ „ I a '83 / z 1111X3 K 4X5 J 111 I H =3X8G =3X3[4] 1-'"41 4'2"8 3'11"4 1 f- 8'1712 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.020 D 999 600 K 770 /- /- /- /- /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.156 D 283 240 K' 280 /- /- /- l- /50.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 D - - I 581 /- l- /- I- /3.5 Des Ld: 62.00 EXP:NA -. HORZ(TL):-0.019 0 - - G 1147 /- /- /- /- /5.5 NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.785 K Min Brg Width Req= - BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.669 I Min Brg Width Req= 1.5 Load Duration:1.00 P G Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.357 Bearings K,K,I,&G Fcperp=565psi. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical B-C 3 0 D-E 0 -1140 Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or B-C 0 -487 D-E 3 0 Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(Ibs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC K-J 567 0 1-H 1147 0 Additional Notes J-I 1159 0 H-G 1159 0 Special Loads Truss must be installed as shown with top chord up. Lumber c.=1.001 Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) TC-C-From 414 14 plf plf at 0.13 to 414 plf at 8.77 1-4-0. Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 8.90 L-K 0 -35 C-I 0 -324 Plating Notes A-K 0 -440 H-D 36 -224 All plates are 2X4 except as noted. K-B 0 -633 D-G 0 -1290 B-J 0 -876 E-G 0 -490 Plate Shift Table J-C 0 -783 G-F 0 -38 JT Plate Lateral Chord ,IT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [4] 3X3 1.25 L 1.25 [5] 3X3 1.25 R 1.25 [8] 3X4 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 8.52 BC 101 0.13 8.52 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 ep7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17335/T77/SY42 Kaplan Residence Qty: 4 FROM: DRW: F24 Wgt:51.8 lbs ... / ... 11/19/15 5'4"8 1 6;0"1 8'10"12 5'4"8 7"12 2'10"8 1— —2'6"--{ (TYP) 3X4 1111X3 =36X4 1111 3 D 1111X3 T 22K- A � .4i .7i .1 ..: 8'3" 3X3 —4X5 1 1111X3 =_4XG A 8'10"12 A 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: 17.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.058 C 999 600 j 537 /- /- /- /- /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.113 C 892 240 G 537 /- l- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 B - - J Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.020 B - - G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.601 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.528 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.263 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 -857 I:NA GCpi:NA Plate Type(s): B-C 0 -855 D-E 1 0 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 J-I 797 0 H-G 854 0 Bot chord 4x2 SP#2 I-H 857 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 K-J 0 -11 H-D 115 -16 In lieu of structural panels or rigid ceiling use puriins A-J 0 -115 D-G 0 -949 to laterally brace chords as follows: J-B 0 -886 E-G 0 -124 Chord Spacing(in oc) Start(ft) End(ft) B-I 182 -34 G-F 0 -11 TC 24 0.13 8.52 I-C 63 -38 BC 101 0.13 8.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 'SEQN:17337/143/SY42 Kaplan Residence Qty: 9 FROM: DRW: F26 Wgt:93.8 lbs ... / ... 11/19/15 8' I 9'11"12 I 17'10"4 8' 1'11"12 7'10"8 -1 f—2'6"--I (TYP) 1112X4 =4X8 IIIZX4 =3X4 =3X4 III&4 =4X8 1112X4 T 13 0 1,1) 1 �.� •� 8,3„ =3X8[5] 1112X4 1112X4 =3X8[11] =3X8 M L K J I 3X8 k 17'10"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Litt Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.321 K 657 600 N 1108 /- /- /- /- /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.594 K 355 281 I 1091 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 I - - N Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.079 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: 0.492 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.839 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.702 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 -3352 I:NA GCpi:NA Plate Type(s): B-C 0-3302 F-G 0 -3352 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-3302 G-H 0 0 Lumber End Vertical Attachment D-E 0-3935 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" N-M 1969 0 K-J 3935 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. M-L 3934 0 J-I 2051 0 approved 1/30/2013 by ALSC L-K 3935 0 Plate Shift Table Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. [5] 3X8 4.00 L 1.25 [11] 3X8 4.00 R 1.25 Truss must be installed as shown with top chord up. O-N 0 11 K-E 124 104 A-N 0 -123 E-J 0 -900 Purlins The overall height of this truss excluding overhang is N-B 0-2188 F-J 0 -330 In lieu of structural panels or rigid ceiling use purlins 1-4-0. B-M 1474 0 J-G 1438 0 to laterally brace chords as follows: C-M 0 -329 G-I 0 -2258 Chord Spacing(in oc) Start(ft) End(ft) M-D 0 -940 H-I 0 -124 TC 24 0.13 17.73 D-L 134 -95 BC 120 0.13 17.73 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.32"DL:0.35".See detail DEFLCAMB1014 for camber recommendations. 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 iriairniii PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:2 SEQN:17196/T7I MONO Kaplan Residence Qty: 1 FROM: DRW: FG2 Wgt:215.6 lbs ... / ... 11/19/15 11'7"13_, 5" 3'0"5 5'11"l1 8'9"12 10' 17 13 14'7"11 17'2"8 7' "8 I5„1' 2'7"5 I 211"5 I 210"1 I- 1'2"4� I" 2'11"13 I 2'6"13 15"I =6X8 =4X5 1112X4 =3X8 =4X5 0 A=4X10 B C D E F G=5X5 =6X1OH .,._... ...v.....„ "w,I,„,..._... .r. ■ .. tt� iNi i '"qill%iIllraillIllIllbbb. 111111111•- mi IPA 19'8"14 0 N M L K " =6X10 I 1114X5 =6X8 =4X10 =4X10 =5X5 =H0510 1113X8 2713 2'10"13 I 331 3'1"9 I 2,0"11 2'6"13 r 2'7" 3 I 5'6"11 8'9"12 I 11'11"5 14' 17'7"8 i � 0 11 15'0"111 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.166 D 999 600 P 3902 I- I- l- 1- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.417 D 507 360 I 5444 /- /- /- 1- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 A - - P Min Brg Width Req= 2.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.087 A - - I Min Brg Width Req= 2.9 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings P&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.771 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.561 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.869 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-2650 E-F 0 -5645 1:NA GCpi:NA Plate Type(s): B-C 0-4760 F-G 0 -5221 Wind Duration:NA WAVE,HS VIEW Ver:15.01.02F1.1028.19 C-D 0-5645 G-H 0 -3636 Lumber Special Loads D-E 0-5645 Value Set:13B(Effective 6/1/2013) ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Top chord 2x4 SP M-30:T2 2x4 SP M-31: TC-From 200 plf at 0.00 to 200 plf at 5.06 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense TC-From 200 plf at 5.06 to 200 plf at 16.00 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2.W4 2x4 SP#2: TC-From 50 plf at 16.00 to 50 plf at 17.63 P-0 13 0 L-K 3957 0 :W12 2x4 SP M-30: BC-From 5 plf at 0.00 to 5 pH at 5.06 BC-From 5 pH at 5.06 to 5 Of at 17.63 O-N 2937 0 K-J 3957 0 Lumber value set"13B"uses design values TC- 300 lb Conc.Load at 0.15 N-M 4923 0 J-I 25 0 approved 1/30/2013 by ALSC TC- 136 lb Conc.Load at 1.00 M-L 5334 0 TC- 201 lb Conc.Load at 3.00 Nailnote TC- 266 lb Conc.Load at 5.00 Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails TC- 330 lb Conc.Load at 7.00,9.00,11.00,13.00 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 4.00"o.c. 15.00 Bot Chord:1 Row @10.75"o.c. TC-1364 lb Conc.Load at 15.88 A-P 0-1901 M-F 358 0 Webs :1 Row " BC- 271 lb Conc.Load at 5.06 @ 4"o.c. A-O 3079 0 F-L 0 643 Use equal sparing between rows and stagger nails BC- 142 lb Conc.Load at 7.06 O-B 0-1625 L-G 1476 0 in each row to avoid splitting. BC- 162 lb Conc.Load at 9.06 BC- 161 lb Conc.Load at 11.06,13.06,15.06 B-N 2129 0 G-J 0 -1820 Plating Notes BC-1000 lb Conc.Load at 16.12 N-C 0 -926 J-H 4217 0 C-M 831 0 H-I 0 -2463 Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes D-M 0 -520 Purlins Truss must be installed as shown with top chord up. In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is to laterally brace chords as follows: 2-0-0. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.63 BC 120 0.00 17.63 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:3 SEAN:17190/T17/FLAT Kaplan Residence Qty: 1 FROM: DRW: FG4 WO:226.8lbs ... / ... 11/19/15 3'3"13 6'5"14 9'7"15 I 12'11"12 H 3'3"13 3'2"1 I 3'2"1 3'3"13 4X8 °4X5 III2X4 °4X5 =4X8 A B C D E T a II W (V Q I I 19'8"14 J =jX8 -- H 10 °4X10 III4 4 III3X3 2'11"13 3'6"1 3'71 2'10"13 2'11"13 + 6'5"14 + 10'0"15 I 12'11"12 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.099 C 999 600 J 2908 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.155 C 999 360 F 4033 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 A - - J Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.038 A - - 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: 0.975 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.679 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.882 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-1620 C-D 0 -2687 I:NA GCpi:NA Plate Type(s): B-C 0-2687 D-E 0 -2021 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 2x4 SP#2 to laterally brace chords as follows: J-I 7 0 H-G 2215 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) I-H 1775 0 G-F 18 0 Webs 2x4 SP#3:W8 2x4 SP#2: TC 24 0.00 12.98 BC 120 0.00 12.98 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-J 0 -959 H-D 535 0 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-I 1852 0 D-G 0 -1153 Top Chord:1 Row @ 2.50"o.c. Additional Notes I-B 0 -922 G-E 2301 0 Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. B-H 1035 0 E-F 0 -1330 Webs :1 Row @ 4"o.c. p p' C-H 0 -744 Repeat nailing as each layer is applied.Use equal The overall height of this truss excluding overhang is spacing between rows and stagger nails in each row 2-0-0. to avoid splitting. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 12.98 BC-From 5 plf at 0.00 to 5 plf at 12.98 TC- 369 lb Conc.Load at 2.00,3.33 TC-1372 lb Conc.Load at 5.33,7.33,9.33,11.33 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers!Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:4 SEAN:17204/T105/MONO Kaplan Residence Qty: 1 FROM: DRW: FG5 Wgt:918.4 lbs Page 2 of 2 ... / ... 11/19/15 • G-Y 298 0 R-P 1681 0 • Y-H 0 -70 P-Q 0 -1065 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 e,47;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EMEELMIETI PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:2 SEQN:17200/T32/COMN Kaplan Residence Qty: 1 FROM: DRW: FG7 Wgt:114.8 lbs ... / ... 11/19/15 I- 2'I 2.8„$I 738„8 8'I "!I B 1112X4 D 5 T2 =6X8 E T • ■ - T 4 12 j (**) • ��■ DT 1'S"11 C `� . I so N ,` p =3X8(A1�Mini •/` ■�% •FAi I 19'8°14 CV • 1 1 • a0� 19714 1 1114X4 H 1112X4 G =6X8 2'1"12 16 2'8"2 2'10"4 r 2'1"12 2t2 4'10"4 I 7'8"8 -I • Loading Criteria(psf) Wind Criteria 1,Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R al /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.030 I 999 600 A 3398 /- l- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.061 I 999 240 F 3173 I- I- I- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 C - - A Min Brg Width Req= 1.8 Des Ld: 55.00 EXP:NA HORZ(TL): 0.013 C - - F Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Mist Criteria Creep Factor:1.5 Bearing A Fcperp=565psi. Soffd: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.395 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.474 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.825 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-C 0-2805 D-E 0 -1060 I:NA GCpi:NA Plate Type(s): B-D 0 -53 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 2x4 SP#2:T2 2x6 SP#2: to laterally brace chords as follows: A-1 2563 0 H-G 60 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 2538 0 Webs 2x4 SP#3 TC 24 0.00 8.00 :Rt Bearing Leg 2x4 SP#3: BC 91 0.15 7.71 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Hangers/Ties B-C 0 -302 H-E 1264 0 Nailnote (J)Hanger Support Required,by others C-I 795 0 F-G 19 0 Nail Schedule:0.131"x3",min.nails C-D 0-1121 E-F 19 0 Top Chord:1 Row @ 3.25"o.c. Additional Notes C-H 0-1559 E-F 0 -1239 Bat Chord:1 Row @ 3.75"o.c. The overall height of this truss excluding overhang is D-H 5 -82 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails 2-8-0. in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at 0.00 to 101 plf at 2.00 TC-From 251 plf at 2.00 to 251 plf at 8.00 BC-From 10 plf at 0.00 to 10 plf at 7.71 TC- 344 lb Conc.Load at 0.48 TC- 300 lb Conc.Load at 2.23 TC- 136 lb Conc.Load at 3.15 TC- 201 lb Conc.Load at 5.15 TC-1218 lb Conc.Load at 7.88 BC-2587 lb Conc.Load at 2.13 Plating Notes ("")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:2 SEQN:17369/T63/MONO ' Kaplan Residence Qty: 1 FROM: DRW: FG9 Wgt:112.0 lbs ... / ... 11/19/15 2'3"10 4'11"8 7'5"10 10'5" „ 2'0"2 I 2'7"14 '{ 2'6"2 I 2'11"6 '{ =812 IIIiX4 D E A 1114X4 i W4 • - T mmidmIllM 111111111fun11111 N•11111 11 -F3 I •I i 08,3" KJ 6X10 ►�' 1 1114X4 H°6X 10 G III 2X4 1-2' 1 8'5" A 6"8 2'7"14 2'9"10 2'7"14 6 8 F 4'11"8 I 7'9"2 I 10'5" H 1'9"2 Loading Criteria(psf) Viihd LI O Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind St Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# I Loc R /U /Rw /Rh /RL 1 W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.083 A 314 600 I 5695 /- /- /- /- 17.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.138 A 188 360 I* 51 /1631 /- /- /- /93.8 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.019 A - - H /1169 Des Ld: 62.00 EXP:NA HORZ(TL):-0.032 A - - G /273 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 F /193 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.594 I Min Brg Width Req= 3.4 I Min Brg Width Req= - BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.976 Load Duration:1.00 P Bearings I&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.662 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins A-B 19 0 C-D 1226 0 Value Set:13B(Effective 6/1/2013 In lieu of structural B C 1226 0 D-E 307 0 ( ) panels or rigid ceiling use purlins 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#3:W2 2x4 SP M-30: TC 24 0.13 10.42 Chords Tens.Comp. Chords Tens. Comp. :W4 2x4 SP#2: BC 30 0.00 10.42 Apply purlins to any chords above or below fillers K-J 0 0 H-G 1 375 Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. J-I 0-3324 G-F 2 -1 approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached I-H 0-3324 Nailnote spans at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails Additional Notes Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 3.25"o.c. Bot Chord:1 Row @12.00"o.c. Negative reaction(s)of-1631#MAX.(See Max A-J 0-1647 H-D 0 942 Webs :1 Row @ 4"o.c. Reactions table above)from a non-wind load case J-B 3665 0 D-G 294 -44 Use equal spacing between rows and stagger nails requires uplift connection. in each row to avoid splitting. Truss must be installed as shown with top chord up. I-B 0-H 2254 0-2700 0 E-F 99 -16-E 0 -16 Special Loads The overall height of this truss excluding overhang is H-C 50 -61 1-4-0. ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 114 plf at 0.13 to 114 plf at 10.42 BC-From 10 plf at 0.00 to 10 plf at 10.42 TC-3345 lb Conc.Load at 0.13 Plating Notes All plates are 4X5 except as noted. 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 Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17344/724/SY42 Kaplan Residence Qty: 1 FROM: DRW: FGE2 • Wgt:36.4 lbs ... I ... 11/19/15 H 1'3"15—I H 1'2"8,{ 1'2"8 H F--1'3"15 H A B C D E T T 9-11—r-1■r 1 F Ts L � r r N I I■•�i I\ 19'8"14 \I 1112X4 J I H III 2X4 5'11"6 I 5'11"6 -{ Loading Criteria(psi) 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 Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.001 E 999 600 K" 119 /- /- /- /- /71.4 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 240 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K Fcperp=565psi. Des Ld: 62.00 EXP:NA HORZ(TL):-0.000 K - - NCBCLL: 10.00 Mean Height:NA ft Code I 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: 0.249 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.038 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.043 B-C 0 0 D-E 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes K-J 0 0 I-H 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. J-I 0 0 H-G 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 2-0-0. Maximum Web Forces Per Ply(Ibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC L-K 0 -11 E-G 0 -69 A-K 0 -69 G-F 0 -11 Bracing Sheathing is required for any longitudinal(drag) Maximum Gable Forces Per Ply(Ibs) forces.All connections to be designed by the building Gables Tens.Comp. Gables Tens. Comp. designer. Fasten rated sheathing to one face of this frame. B-J 0 -177 D-H 0 -177 C-I 0 -140 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 0.13 5.57 BC 65 0.13 5.57 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 OFV\ PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEON:17345/T64/SY42 Kaplan Residence Qty: 1 FROM: DRW: FGE3 • Wgt:109.2lbs Page 2 of 2 ... / ... 11/19/15 I-AB 0 -152 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 WEECLECEITh PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17347/T25/SY42 Kaplan Residence Qty: 1 FROM: DRW: FGE5 Wgt:67.2 lbs ... / ... 11/19/15 1 5, 1'2„8-H 1.2„8 H H 1,2,8-I F' 1'2"8 H F- 1'2„8 H H 1'2"8 H H 1,2.,8-I I- 178 41-15 A B C D E F G H I J K T 2! X Lt L 1112X4 /" > / N 1112X4 A 11'11"6 1 I- 11'11"6 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 I 999 600 w 10 I- l- l- I- /7.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 I 999 240 V' 127 /- /- /- /- /136 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 M - - W Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):-0.000 M - - V Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings W&V Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.155 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.032 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.036 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 1 0 I:NA GCpi:NA Plate Type(s): B-C 1 0 G-H 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 1 0 H-I 1 0 Lumber Additional Notes D-E 1 0 I-J 1 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging E-F 1 0 J-K 1 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 The Tens.Comp. Chords Tens. Comp. The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 1-4-0. W-V 0 -1 R-0 0 -1 approved 1/30/2013 by ALSC V-U 0 -1 Q-P 0 -1 U-T 0 -1 P-O 0 -1 Bracing T-S 0 -1 O-N 0 -1 Sheathing is required for any longitudinal(drag) S-R 0 -1 N-M 0 -1 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes X-W 0 -7 K-M 0 -4 All plates are 1X3 except as noted. A-W 0 -4 M-L 0 -7 Purlins Maximum Gable Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: B-V 0 -122 G-Q 0 152 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 11.57 C-U 0 -158 H-P 0 -151 BC 120 0.12 11.57 D-T 0 -151 I-O 0 -158 Apply purlins to any chords above or below fillers E-S 0 -152 J-N 0 -122 at 24"OC unless shown otherwise above. F-R 0 -152 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 Ameson Derek B Murray IMEECCEBIEEI PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17262/T2/HIP_ Kaplan Residence Qty: 1 FROM: DRW: HJ01 • Wgt:36.4 lbs / ... 11/19/15 675 9'9"5 6'2"5 C 2.83 12 34'5"3 2X4 B Er) .-- 3X4(131) Nom 1101111111.Mb- 1 �ti 31'10"12 =5X5E D 9'6"13 9'6"13 d'+5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):-0.029 B 999 240 A 322 /219 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.031 B 999 180 D 386 /250 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 E - - C 25 /33 /- /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.012 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:33.57 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: 0.516 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.770 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.696 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(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 Lumber Additional Notes A-B 578 -669 B-C 58 53 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-9-15. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#2 A-E 638 -541 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-E 601 -674 TC-From 2 plf at 0.00 to 2 plf at 9.77 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 46 lb Conc.Load at 1.46 TC- 149 lb Conc.Load at 4.29 TC- 248 lb Conc.Load at 7.12 BC- 26 lb Conc.Load at 1.46 BC- 84 lb Conc.Load at 4.29 BC- 141 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 75 0.14 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 /e ^ `/ Michael G Kozlowski Jeffrey P Arneson Derek B Murray H 1F+ ,X` PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEON:17257/T21/HIP_ Kaplan Residence Qty: 2 FROM: DRW: HJ03 • Wgt:25.2 lbs ... / ... 11/19/15 2.83 L. C 33'9"3 • 3X48 3 8(C4X4(C4) 11110 N 65 �� �� 31'10"12 D 611"6 611"6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 'Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 164 /107 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 93 /8 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.058 B - - C 98 /97 /- /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.085 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:33.24 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: 0.777 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.456 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.137 Bearing A Fcperp=565psi. ri Spang:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 - - Lumber Additional Notes A-B 490 -484 B-C 23 -23 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-1-15. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.475' A-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 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- 48 lb Conc.Load at 1.46 TC- 145 lb Conc.Load at 4.29 BC- 27 lb Conc.Load at 1.46 BC- 77 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(fl) 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. Left bottom chord 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 X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17232/T38/JACK Kaplan Residence Qty: 10 FROM: DRW: J01 Wgt:4.2 lbs ... / ... 11/19/15 12 4 B 3X4e 1- „ 3Z5"9 o 41/ z A ilk 31'10"12 'V c Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 36 /19 /15 /- /21 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /0 /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 23 /30 /7 /- 1- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):-0.000 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:32.59 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.040 C Min Brg Width Req=B Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 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: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F.0923.22 Lumber A-B 7 -24 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. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in.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 1.00 BC 9 0.11 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17241/T41/EJAC Kaplan Residence Qty: 5 FROM: DRW: J04 Wgt:21.0 lbs / ... 11/19/15 B 4 12 �� tEl3t_3415"9 to N 3X4(61), i � 3110"12 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 230 /154 /92 /- /156 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /4 /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 C - - B 174 /206 /54 I- I- /1.5 Des Ld: 32.00 EXP:0 HORZ(TL): 0.025 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:33.59 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: 0.707 C Min Brg Width Req=P - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.592 B Min Brg Width Req= - Load Duration:1.25 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FTIRT: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:15.01.02F.0923.22 Lumber A-B 55 -100 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"13B"uses design values A-C 0 0 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 puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.11 7.00 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-5. 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 =Mg, PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:172501 T36/JACK • Kaplan Residence Qty: 4 FROM: DRW: J06 • Wgt:12.6 lbs ... / ... 11/19/15 12 4 L C 3X48 3X4(C3 LO 2X4(C3 C° A '. O 31'10"12 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 105 /64 /42 /- /66 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 39 /- /14 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 B - - C 73 /90 /23 /- I- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):-0.008 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:32.92 ft Code/Misc Criteria Creep Factor:1.5 A Min erg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.299 D Min Brg Width Req=C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.104 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:0.032 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:15.01.02F.0923.22 Lumber A-B 185 -231 B-C 24 -47 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= 1.750' A-D 0 0 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 1-6-5. 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 ATKaplanResidence Ply:1 SEQN:17247/T90/JACK Kaplan Residence Qty: 7 FROM: DRW: 4 J08 Wgt:4.2 lbs ... / ... 11/19/15 12 4 1 - B 3X4n(`B `I 1- d, 32'5"9 - ' o \. T ZO 7 ' A, 31'10"12 ■ pm i C \I 1 a1 1' Loading Criteria lost) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 BCLL: 0.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 35 /18 /14 I- /21 13.5 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /1 /5 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C B 24 /30 /7 I- I- 11.5 Des Ld: 32.00 EXP:D HORZ(TL):-0.000 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:32.59 H 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: 0.041 C Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.014 B 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:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 Lumber A-B 8 -24 Value Set:138(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 11 0.07 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-10-5. 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 ep E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17250/T6/JACK Kaplan Residence Qty: 7 FROM: DRW: J09 Wgt:12.6 lbs ... / ... 11/19/15 12 4 L C 33'1"9 ;3X4 B 3X4(C3 OA I `-° A _ �� 31'10"12 IIIMill � ►- D 3' 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 105 /64 /42 /- /66 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 39 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 B - - C 73 /90 /23 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):-0.008 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:32.92 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: 0.299 D Min Brg Width Req= - C Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.104 Load Duration:1.25 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.032 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.15.01.02F.0923.22 Lumber A-B 185 -231 B-C 24 -47 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= 1.750' A-D 0 0 Lumber value set"136"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 puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply 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. Additional Notes The overall height of this truss excluding overhang is 1-6-5. 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 • ATKaplanResidence Ply:1 SEQN:172551 T86/EJAC Kaplan Residence Qty:4 FROM: DRW: J10 Wgt:18.2 lbs ... / ... 11/19/15 12 C 4 33'9"9 A 3X4 B LO CV 2X4 C3 4(C3 � N T '� __ io �INN 0 3110"12 =� D 5' F° H 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 169 /135 /144 /- /111 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /88 /115 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.034 B - - C 120 /142 /45 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.043 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:33.25 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: 0.795 D Min Brg Width Req=C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.653 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:0.133 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..15.01.02F.0923.22 Lumber A-B 664 -756 B-C 39 -74 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= 1.750' A-0 0 0 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-2-5. 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 4 PE No.60839 PE No.58544 PE No.71457 a ATKaplanResidence Ply:1 SEQN:17311/T82/EJAC Kaplan Residence Qty: 3 FROM: DRW: J10B Wgt:15.4 lbs ... / ... 11/19/15 12 B 4 I T_HEO_21'7"11 Lo (V N 3A X4(B1 6"5 19'8"14 ►z� ► 11 C 1 5' i_ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 /76 /73 /- /86 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /- /27 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 C - - B 124 /110 /46 /- /- /1.5 Des Ld: 32.00 EXP:D HORZ(TL):0.010 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.10 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: 0.650 C Min Brg Width Req= B Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.346 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: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver..15.01.02F.0923.22 Lumber A-B 39 -75 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) TC 24 0.00 5.00 BC 57 011 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-2-5. 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 Jeff rey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17259/T13/HIPS Kaplan Residence Qty: 1 FROM: DRW: T01 Wgt:53.2 lbs ... / ... 11/19115 I 5 I s' I 14' -I 5' 4' S' 12 1114X5 4 p B=6X8 C T rim in fV 4X4(B1)A D=4X4(81) m IPA 31'1012 IlliX4 =4E X5 5'1"12 3'6"12 5'3"8 I- 5'1"12 I 8'8"8 I 14' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.111 E 999 240 A 878 /648 /_ /_ /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.205 E 807 180 D 879 /649 I- I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.040 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.072 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.25 ft Code 1 Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.720 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.069 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT1RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1445-1968 C-D 1452 -1972 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 1317-1844 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Conditions may exist that require different A-F 1813-1318 E-D 1817 -1325 Webs 2x4 SP#3 connections than indicated.Refer to manufacturer F-E 1826-1315 publication for additional information. Lumber value set"13B"uses design values gearing at location x=13'9" uses the following approved 1/30/2013 by ALSC support conditions: Maximum Web Forces Per Ply(Ibs) Special Loads Bearing D (13'9".31'10"12)HTU26 Webs Tens.Comp. Webs Tens. Comp. Supporting Member:(1)2x6 SP SS Dense B-F 173 0 E-C 181 0 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (20)0.148"x3"nails into supporting TC-From 55 Of at 0.00 to 55 plf at 5.00 member, B-E 20 -3 TC-From 27 plf at 5.00 to 27 plf at 9.00 (11)0.148"x1.5"nails into supported TC-From 55 plf at 9.00 to 55 plf at 14.00 member. BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 8.99 Wind BC-From 10 plf at 8.99 to 10 plf at 14.00 TC- 225 lb Conc.Load at 5.01,8.99 Wind loads and reactions based on MWFRS. TC- 124 lb Conc.Load at 7.06 Additional Notes BC- 168 lb Conc.Load at 5.01,8.99 BC- 70 lb Conc.Load at 7.06 The overall height of this truss excluding overhang is 2-2-5. 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 14.00 BC 56 0.11 13.89 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 iMINMEDED PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17264/T8/MONO Kaplan Residence Qty: 1 FROM: DRW: T03 • Wgt:30.1 lbs ... / ... 11/19/15 • 1112X46 12 . 4 L__-- � Lo a __..iiiiiiiiiiiiiii (V 3X4(A1)A 1. 65 riwijIIIIIIMIIIIIIIIIMI 31'10"12 1113X80 7, i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 1364 /1073 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 840 /693 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.054 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.59 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: 0.552 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.821 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.280 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 101 -101 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Top chord 2x4 SP M-30 manufacturer tested capacities and calculations. A-C 55 -47 Bot chord 2x6 SP SS Dense Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values at location x=6'9" uses the following Webs Tens.Comp. approved 1/30/2013 by ALSC support conditions: B-C 191 -190 Bearing C (6'9",31'10"12)HTU26 Special Loads Supporting Member.(2)2x6 SP SS Dense -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (20)0.148"x3"nails into supporting TC-From 55 pit at 0.00 to 55 pif at 7.00 member, BC-From 5 pif at 0.00 to 5 plf at 7.00 (11)0.148"x1.5"nails into supported BC- 879 lb Conc.Load at 1.06 member. BC- 453 lb Conc.Load at 3.06,5.06 Additional Notes Plating Notes The overall height of this truss excluding overhang is Plates sized for a minimum of 4.00 sq.in./piece. 2-10-5. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.00 7.00 BC 59 0.15 7.00 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 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 EEPECEICEE PE No.60839 PE No.58544 PE No.71457 I ATKaplanResidence Ply:1 SEON:17271/T23/COMN Kaplan Residence Oty: 2 FROM: DRW: T05 Wgt:130.2 lbs ... / ... 11/19/15 • 5'7"5 9' 15 21' 24'4 11 30' 57"5 I 3'4"11 I 6. I 6' I 3'4"11 I 57"5 I 12 0X10 11120 X1 X4 °40 4 T p F3X3 B -3X3 Ze in G=4X4(61) m4X031)A 'Allrill411114444404444414444_J ` Z 31'10"12 =4X10 =5X5 =5X5 J I-3X4 H 9' 6' 1' 5' 9' r 9' I 15. F 16'1 21' I 30' • 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 I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.285 D 999 357 A 971 /787 /388 /- /56 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.486 D 735 357 G 971 /787 /388 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.080 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.140 H - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:33.92 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: 0.916 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.983 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.354 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 1833-2221 D-E 1978 -2284 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F.0923.22 B-C 1672-2010 E-F 1672 -2010 C-D 1978-2284 F-G 1833 -2221 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 Webs 2x4 SP#3 A-K 2044-1652 I-H 1888 -1426 Lumber value set"13B"uses design values K-J 1888-1426 H-G 2044 -1652 approved 1/30/2013 by ALSC J-I 1888-1426 Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins B-K 265 -207 J-E 506 -425 In lieu of structural panels or rigid ceiling use puriins C-K 238 -52 E-H 238 -52 to laterally brace chords as follows: C-J 506 -425 H-F 265 -207 Chord Spacing(in oc) Start(ft) End(ft) D-J 384 -350 TC 24 0.00 30.00 BC 52 0.11 29.89 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 3-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ErECEICECEI PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17307/T31/COMN Kaplan Residence Qty: 2 FROM: DRW: T07 Wgt:138.6 lbs ... / ... 11/19/15 • 7' 9'10"4 13' 17' 20112 23' 30' I 7• I 2,10"4 I 3,1"12 4' I 3,1'12 2'10"4 I 7. m6X8 =6X8 D E T 12 - 4 (- 914X5 C F 194X5 %4X4 B . G/4X4 0 4 o H 4X5(A2) I =4X5(AZ)A w -.- .0 3110"12 �X1 62 a6 1 I 1 10' I 0' I 1300' 1 1 a 2 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.304 I 999 356 A 1103 /787 /391 /- /81 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.697 I 511 356 H 1103 /787 /391 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.094 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.215 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:34.59 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: 0.467 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.268 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 1859-2659 E-F 1478 -1988 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 1546-2200 F-G 1546 -2201 C-D 1478-1989 G-H 1859 -2661 Lumber D-E 1519-2002 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:62 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values A-J 2460-1665 I-H 2462 -1665 approved 1/30/2013 by ALSC J-I 2002-1228 Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in.Ipiece. Webs Tens.Comp. Webs Tens. Comp. Purlins B-J 580 -785 I-F 705 -303 In lieu of structural panels or rigid ceiling use purlins C-J 701 -303 I-G 580 -788 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 30.00 BC 54 0.15 29.85 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. Additional Notes I The overall height of this truss excluding overhang is 4-10-5. 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 ATKaplanResidence Ply:1 SEQN:17301/T69/COMN Kaplan Residence Qty: 2 FROM: DRW: T08A Wgt:144.2 lbs ... / ... 11/19/15 116'3-13 7' 9'10"4 13'8"4 15' 1I131 20'1"12 23' 30' 1 7' 1 2'10"4 1 3'10" 11'3"17 1 3'10" 1 2'10"4 1 7' 1 E m 5X5 I =4X5 D 11 F=4X5 12 MI�a 4 p 1114X5 C C'114X5 $4X4 B . H 4X4 (0 4. 4 X ./ I=4X5(A2) I =4X5(A2)• _� 31'10"12 m 6K 1 82 m 6�1 10' 1 t 0' I 10' • • 10' 20' 30' 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 Weft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.317 J 999 356 A 1103 /787 /393 /- /97 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.709 J 502 356 I 1103 1787 /393 I- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.095 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.219 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:34.92 ft Code 1 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: 0.473 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.917 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 1864-2668 E-F 886 -476 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1537-2195 F-G 1467 -1979 Lumber Loading C-D 1467-1980 G-H 1537 -2195 D-E 885 -476 H-I 1864 -2670 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x6 SP SS Dense 1663#( 55.43 plf)along top chord,from either Bot chord 2x4 SP M-30:B2 2x6 SP#2: direction,to supports where indicated.Diaphragm and Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 connections are to be designed by Engineer of Record. Chords Tens.Comp. Chords Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End A-K 2469-1671 J-I 2471 -1671 Lumber value set"13B"uses design values Case 1: 1663 55.43 TC 0.00 30.00 approved 1/30/2013 by ALSC 1663 260.44 BC 0.75 7.14 K-J 1991 -1394 Case 2: 1663 55.43 TC 0.00 30.00 Plating Notes 1663 260.44 BC 0.75 7.14 Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Case 3: 1663 55.43 TC 0.00 30.00 Webs Tens.Comp. Webs Tens. Comp. 1663 260.44 BC 0.75 7.14 Purlins Case 4: 1663 55.43 TC 0.00 30.00 B-K 607 -803 J-G 712 -318 1663 260.44 BC 0.75 7.14 C-K 711 -318 J-H 607 -804 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Drag Load for wind only. D-F 2049-2925 Chord Spacing(in oc) Start(ft) End(ft) Truss passed check for 20 psf additional bottom TC 24 0.00 30.00 chord live load in areas with 42"-high x 24"-wide BC 65 0.15 29.85 clearance. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. I! Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s)of-700#MAX.(See Max Reactions table above)Requires uplift connection. The overall height of this truss excluding overhang is 5-6-5. 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 PE No.60839 Jeffrey P Arneson PE No.58544 Derek B Murray , PE No.71457 ATKaplanResidence Ply:2 SEQN:17217/T1/HIPS . Kaplan Residence Qty: 1 FROM: DRW: T10 • Wgt:336.0 lbs ... I ... 11/19/15 5'2"8 I 7' I 12'6"5 I 17'7"7 I 23' 1 24'9'81 30' 5'2"8 1'9"8 5'6"5 5'1"1 5'4"9 1'9"8 5'2"8 4 12 2X m4X10 mtX5 (14 m4F10 T 04X5 8 .C- = • ^s G 84X5 o _ • H- y 11B(4 =41(5 =4X5 '11 5 r=4 tl0 =1X5 111X4 31'7012 50"12 111"4 5'213 2'9"3 277 5'4"9 1'11-4 5012 1 5'0"12 7' I 12'2"13 I 15 1 1777 + 23' 1 24'11"4I 30' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.305 E 999 356 A 2422 /1947 /- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.494 E 721 356 H 2422 /1947 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.049 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.079 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.59 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: 0.655 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.230 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 2432-3021 E-F 2397 -2970 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 2257-2799 F-G 2261 -2804 Lumber Purlins C-D 2402-2978 G-H 2432 -3021 D-E 2397-2970 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 30.00 Chords Tens.Comp. Chords Tens. Comp. BC 98 0.15 29.85 A-0 2837_7178 L-K 2994 -2419 Lumber value set"138"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. O-N 2825-2271 K-J 2666 -2148 N-M 2660-2144 J-I 2825 -2272 Nailnote Additional Notes M-L 2994 -2419 I-H 2837 -2279 Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Top Chord:1 Row @12.00"o.c. 2-10-5. Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails O-B 218 -145 E-K 151 -138 in each row to avoid splitting. B-N 181 -235 K-F 335 -274 C-N 592 -450 J-G 176 -228 Special Loads C-M 352 -285 F-J 603 -459 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) M-D 149 -136 G-I 212 -140 TC-From 55 plf at 0.00 to 55 plf at 7.00 D-K 25 -27 TC-From 55 plf at 7.00 to 55 plf at 23.00 TC-From 55 plf at 23.00 to 55 plf at 30.00 BC-From 10 plf at 0.00 to 10 plf at 30.00 BC- 502 lb Conc.Load at 5.06,24.94 BC- 949 lb Conc.Load at 5.94,24.06 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 IMEICEEFOria PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17213/T11/HIPM Kaplan Residence Qty: 2 FROM: DRW: T12 Wgt:32.9 lbs ... / ... 11/19/15 5'1 Cr8 , 7' 5'10"8 1'1"8 1114X5 12 B 1112X4C 4p 'I-.' T M ._ in N 3X4(A1)q -.Milallaillillill T 6°s Lit 31'10"12 1 1114X8 D A- 77' A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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 I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.075 D 999 240 A 1218 /1008 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.114 D 723 180 D 949 /790 /- I- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.052 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.40 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.944 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.891 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.286 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 166 -166 B-C 29 -36 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F.0923.22 Lumber Hangers I lies Maximum Bot Chord Forces Per Ply(Ibs) Value Set:136(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Top chord 2x4 SP#2 manufacturer tested capacities and calculations. A-D 126 -119 Bot chord 2x6 SP SS Dense Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values at location x=6'9" uses the following Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC support conditions: B-D 192 -191 C-D 34 -32 Special Loads Bearing 0 (6'9",31'10"12)HTU26 Supporting Member:(2)2x6 SP SS Dense -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (20)0.148"x3"nails into supporting TC-From 55 plf at 0.00 to 55 plf at 5.88 member, TC-From 55 plf at 5.88 to 55 plf at 7.00 (11)0.148"x1.5"nails into supported BC-From 5 plf at 0.00 to 5 plf at 7.00 member. BC- 583 lb Conc.Load at 1.06,3.06,5.06 Additional Notes Plating Notes The overall height of this truss excluding overhang is Plates sized for a minimum of 4.00 sq.in./piece. 2-5-13. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 47 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 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 DIEMEILEMi PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEON:17209 I T27 I COMN Kaplan Residence Qty: 1 FROM: DRW: T14 • Wgt:68.6 lbs ... / ... 11/19/15 5'5"5 9' 12'6"11 18' 5'5"5 I 3'6"11 r 3'6"11 I 5'5"5 12 C-=-4X4 4 12 3X313 D0.3X3 in G v. m ih 3X4(B1)A E=3X4(81) 'T 1 31'10"12 _FX8 I 9' 9' �' 9' 18' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.079 F 999 240 A 583 /469 /235 I- /56 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.129 F 999 213 E 583 /469 /235 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.028 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL):0.044 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.92 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 psf 2.00 TCDL:4.2 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.457 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.137 Maximum Top Chord Forces Per Ply(Ibs) Spacing: 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 979-1178 C-D 745 -893 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 745 -893 D-E 979 -1178 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 1069 -854 F-E 1069 -854 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes B-F 362 -316 F-D 362 -316 Plates sized for a minimum of 4.00 sq.in./piece. C-F 360 -276 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 18.00 BC 74 0.11 17.89 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 3-6-5. 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 eE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEIMIZIMI PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:17204/T33/HIPS Kaplan Residence Qty: 1 FROM: DRW: T16 • Wgt:78.4 lbs ... / ... 11/19/15 5' I 9 I 13' I 18' I 5' 4' 4' 5' 12 4 p 1112X4 C=6X8 D =6X8 E it 51 �4X4g 111 .....iiiiiiiti F�4X4 N=3X8(C4)3X4(C4) . : _ =-3X8(C4) 1 /1111111111111111 1• __ G1■ ■ EI '' III 2X4 =6X8 1112X4 =3X4(C4) 9 311 X4(C4) 9 31 10'12 I- 17'10"4 1 5'1"12 3'10"4 3'10"4 5'112 5,1"12 I 9' I 12'10"4 I 18' Loading Criteria(pat) 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 Pf:NA Ce:NA VERT(LL):-0.220 D 956 240 A 1113 /1049 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.288 D 732 210 G 1113 /1049 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.054 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.072 H - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:33.25 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: 0.809 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.954 Spacing: " MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.509 Maximum Top Chord Forces Per Ply(Ibs) Pa 9 24.0 C&C Dist a:3.00 ft FTlRT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2506-2591 D-E 2962 -2967 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 2466-2555 E-F 2466 -2555 Lumber Wind C-D 2962-2967 F-G 2506 -2591 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 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-J 2389-2304 I-H 2399 -2306 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' 2-2-5. J-I 2399-2306 H-G 2389 -2304 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' 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. Special Loads C-J 148 -34 I-E 629 -726 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-1 629 -726 H-E 148 -34 TC-From 55 plf at 0.00 to 55 plf at 5.00 I-D 426 -372 TC-From 27 plf at 5.00 to 27 plf at 13.00 TC-From 55 plf at 13.00 to 55 plf at 18.00 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 12.99 BC-From 10 plf at 12.99 to 10 plf at 18.00 TC- 218 lb Conc.Load at 5.01,12.99 TC- 120 lb Conc.Load at 7.06,9.00,10.94 BC- 161 lb Conc.Load at 5.01,12.99 BC- 67 lb Conc.Load at 7.06,9.00,10.94 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 18.00 BC 42 0.00 18.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17272/T87/MONO Kaplan Residence Qty: 1 FROM: DRW: T18 Wgt:22.4 lbs / ... 11/19/15 12 1112X4C 4 � . co 3X46 3X4(C3 loilot ' (V 2X�4(C3 �� :► 19'8"14 ►z� ►=i D 5'5"10 1114X5 5'5"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 P9:NA CI:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 184 /86 /81 /- /95 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 170 /117 /78 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D HORZ(TL): 0.045 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.18 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: 0.413 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.213 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.177 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 859 -937 B-C 26 -53 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 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 19 -22 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' Webs Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC C-D 204 -133 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.47 BC 66 0.00 5.47 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. j Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-4-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEQN:172681 T15 I HIPM Kaplan Residence Qty: 1 FROM: DRW: T20 Wgt:47.6 lbs ... I ... 11/19/15 I 6'0"2 I 9'7"10 6'0"2 37"8 3 12 4 p 4X5 C D • up i i7 i..) -m3X4(C3 3X4• w2X4(C3). TO 1T-s �� 1 , 158"14 - L = = F =4X5 E 12X4 1 5'9"8 1 510"6 I 3 9"4 5'10"6 9'7"10 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 Lldefi L/# Loc R /U /Rw /Rh I RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 B 999 240 A 228 /79 /95 /- /126 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 B 618 180 F 237 /78 /112 I- !- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - E 162 /84 /59 I- I- 11.5 Des Ld: 32.00 EXP:D HORZ(TL):0.044 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.76 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.341 F Min Brg Width Req= 1.5 Soffit: 2.00 P E Min Brg Width Reg= - Load Duration:1.25 BCDL:3.0 psi WI Std: 2007 Max BC CSI: 0.210 Bearings A&F Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.157 C&C Dist a:3.00 ft FTlRT:30(0)/10(0) Mfg Speafied 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:15.01.02F.0923.22 A-B 776 -872 C-D 18 -48 Lumber B-C 97 -180 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' A-F 153 -196 F-E 159 -201 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plates sized fora minimum of 4.00 sq.in.lpiece. F-C 183 -169 DE 64 -86 C-E 235 -185 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.46 BC 75 0.00 9.64 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray WISITEInala PE No.60839 PE No.58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:173151 T79/HIPM Kaplan Residence Qty: 1 FROM: DRW: T22 Wgt:46.2 lbs ... / ... 11/19/15 5' 9'7"10 I- 5' 4710 12 1114 5 62 X 4 E 4 7 1114X5 _ Trc„ 3X4(43 , • - 2X4(C3) . 5 '8"14 M 1 j 19 1114X5F G -4X 0 3'9"4 1 r5,9,'8 1 5'10"6 3'9"4 510"6 9'7"10 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.052 B 999 240 A 244 /154 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL): 0.091 B 745 180 G 730 /564 /- I- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.021 B - - F 271 1 193 /- /- /- /- Des 30.00 EXP:D HORZ(TL): 0.037 B - - Wind reactions based on MWFRS NCBCL A Min Brg Width Req= 1.5 10.00 Mean Height:21.10 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: 0.399 F Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.382 Bearings A&G Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.116 C&C Dist a:3.00 ft FTIRT: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.15.01.02F.0923.22 A-B 477 -530 C-D 49 -90 Lumber Wind B_C 142 -198 D-E 49 -90 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Additional Notes :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' The overall height of this truss excluding overhang is A-G 172 -120 G-F 9 -7 Lumber value set"13B"uses design values 2-2-5. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -47 -E 91 47 ----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) C-G 172 -205 C-D 348 -205 G E G-F 291 - TC-From 55 plf at 0.00 to 55 plf at 5.00 TC-From 27 plf at 5.00 to 27 plf at 9.64 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 9.64 TC- 218 lb Conc.Load at 5.01 TC- 124 lb Conc.Load at 7.06,9.06 BC- 161 lb Conc.Load at 5.01 BC- 70 lb Conc.Load at 7.06,9.06 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 9.64 BC 75 0.00 9.64 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.7547 is a fictitious name 4745 Sutton Parowned ourt by 402,Jacksonville,Inc., FL 321224a 904.821.5200 Corporation. Engineer epn. Michael G Kozlowski Jeffrey P Arneson Derek B Murray OnECEEMIDEI PE No 60839 PE No 58544 PE No.71457 ATKaplanResidence Ply:1 SEAN:17322/T34/HIPM Kaplan Residence Qty: 1 FROM: DRW: 124 Wgt:50.4 lbs ... I ... 11/19/15 5' 8'2"12 9'11"8 5' I 3'2"12 { 1'8"12 "I 12 01 6(4 4 c C=6X8 =4X5E _ - T B 10 3X4(C33 3X4 N 2X4(C3)e ♦ n M 0 M 0 19'8"14 H G 4X 0 1112X4 F 1112X4 1 84"10 1 1'6"--I 5'1"12 .I 3'1" I 1'8'12 I 5'1"12 8'2"12 9'11"8 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.045 B 999 240 A 445 /311 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.080 B 999 180 G 892 /618 /- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:D . HORZ(TL): 0.030 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:21.10 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 IC CSI: 0.351 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.468 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.222 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 614 -926 C-D 38 -35 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 577 -758 D-E 38 -35 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Bot chord 2x4 SP#2 Right cantilever is exposed to wind A-H 697 -528 G-F 1 0 Webs 2x4 SP#3 H-G 713 -536 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' Additional Notes Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC 2-2-5. Webs Tens.Comp. Webs Tens. Comp. Special Loads C-H 212 -90 G-E 53 -57 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 577 -786 E-F 23 -7 TC-From 55 plf at 0.00 to 55 plf at 5.00 D-G 294 -380 TC-From 27 plf at 5.00 to 27 plf at 9.96 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 9.96 TC- 218 lb Conc.Load at 5.01 TC- 120 lb Conc.Load at 7.06 TC- 124 lb Conc.Load at 8.40 BC- 161 lb Conc.Load at 5.01 BC- 67 lb Conc.Load at 7.06 BC- 70 lb Conc.Load at 8.40 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.96 BC 75 0.00 9.96 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457