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1711 MARITIME OAK DR - TRUSSES • • Riverside Homes Site Information Atlantic Beach Country Club 94 Duval Structural Engineer of Record Derek B.Murray PE No.71457 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 41 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID I TRS ID I DATE 1 ABCC94 GE01 12/18/2015 31 ABCC94 T13 12/18/2015 2 ABCC94 GE02 12/18/2015 32 ABCC94 114 12/18/2015 3 ABCC94 HJ01 12/18/2015 33 ABCC94 T15 12/18/2015 4 ABCC94 HJO1A 12/18/2015 34 ABCC94 T16 12/18/2015 5 ABCC94 11J02 12/18/2015 35 ABCC94 T17 12/18/2015 6 ABCC94 101 12/18/2015 36 ABCC94 T18 12/18/2015 7 ABCC94 J01A 12/18/2015 37 ABCC94 T19 12/18/2015 8 ABCC94 J02 12/18/2015 38 ABCC94 vol 12/18/2015 9 ABCC94 JO2A 12/18/2015 39 ABCC94 V02 12/18/2015 10 ABCC94 J03 12/18/2015 40 ABCC94 V03 12/18/2015 11 ABCC94 J03A 12/18/2015 41 ABCC94 VO4 _12/18/2015 12 ABCC94 J04 12/18/2015 13 ABCC94 JO4A 12/18/2015 14 ABCC94 J05 12/18/2015 15 ABCC94 J05A 12/18/2015 16 ABCC94 J06 12/18/2015 17 ABCC94 JO6A 12/18/2015 18 ABCC94 PB01 12/18/2015 19 ABCC94 101 12/18/2015 20 ABCC94 102 12/18/2015 21 ABCC94 103 12/18/2015 22 ABCC94 104 12/18/2015 . 23 ABCC94 105 12/18/2015 24 ABCC94 T06 12/18/2015 FILE copy 25 ABCC94 107 12/18/2015 26 ABCC94 108 12/18/2015 27 ABCC94 T09 12/18/2015 . - .. • 28 ABCC94 T10 12/18/2015 29 ABCC94 111 12/18/2015 30 ABCC94 T12 12/18/2015 ,`9, i{iIIIig i• Apex Technology • Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-474$ • 145 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 -} •^ The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed abov •e • • ■ and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TQ 1- :Cr 2002 Section 2 "' 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]5- •• ST. E O F • 31.003 of the Florida Board of Professional Engineers N• 12/1�(?Q0.2 `� /�r'itttlt,'I" .t Job#ABCC94 BEARING INFORMATION QTY SPAN DESCRIPTION 1 BRG# REACTION UPLIFT 2 293.43 63.00 3 21.19 0.00 4 57.18 14.00 0 07'00"00 JO6A EJACK 4.00/12 Pitch 1 -Ply 1 119.63 0.00 2 293.43 63.00 3 21.19 0.00 4 57.18 14.00 21 06'03"09 PB01 SPEC 9.00/12 Pitch 1 -Ply 1 54.65 59.00 2 422.99 221.00 3 25.94 18.00 1 17'11"00 T01 HIPS 4.00/12 Pitch 1 -Ply 1 1355.67 414.00 2 1352.47 413.00 4 17'11"00 T02 COMN 4.00/12 Pitch 1 -Ply 1 580.12 183.00 i 2 580.12 183.00 1 17'11"00 T03 COMN 4.00/12 Pitch 1 -Ply 1 580.12 183.00 2 580.12 183.00 0 1 07'00"00 T04 MONO 4.00/12 Pitch 1 -Ply 1 119.70 43.00 2 541.93 162.00 3 374.03 126.00 1 44'07"00 T05 SPEC 4.00/12 Pitch 1-Ply 1 691.91 221.00 2 3398.24 1098.00 3 1119.55 326.00 2 44'07"00 106 SPEC 4.00/12 Pitch 1 -Ply 1 655.34 182.00 2 2053.26 626.00 3 409.21 114.00 2 44'07"00 T07 SPEC 4.00/12 Pitch 1 -Ply 1 740.25 241.00 2 2176.29 455.00 3 507.07 206.00 5 44'07"00 T08 SPEC 4.00/12 Pitch 1-Ply 1 740.25 241.00 2 2176.29 455.00 3 507.07 206.00 1 44'07"00 T09 SPEC 4.00/12 Pitch 1 -Ply 1 1403.03 239.00 2 2184.01 459.00 3 505.76 204.00 8 44'07"00 T10 SPEC 4.00/12 Pitch 1 -Ply 1 1648.58 164.00 2 1642.78 163.00 1 44'07"00 T11 SPEC 4.00/12 Pitch 1 -Ply 1 738.78 84.00 2 1758.49 189.00 3 410.98 178.00 4 322.30 64.00 1 44'07"00 T12 SPEC 4.00/12 Pitch 1 -Ply 1 514.05 161.00 2 3257.95 1039.00 3 1353.07 411.00 4 22'11"00 T13 SPEC 4.00/12 Pitch 1 -Ply 1 784.06 118.00 2 701.35 100.00 1 2311"00 T14 COMN 4.00/12 Pitch 1 -Ply 1 775.80 117.00 2 775.80 117.00 1 23'11"00 T15 COMN 4.00/12 Pitch 1 -Ply 1 -1039.49 117.00 2 -1039.49 117.00 1 2311"00 T16 COMN 4.00/12 Pitch 1 -Ply 1 930.37 245.00 2 930.37 245.00 Page 2 of 3 =av �� nmoo - mrn � cn - w (nN W7' mm ccmmm< -1w.TCOw D z • m D m 70•2)2, � j�mo OzxO �? � pp � � rzri pi nm xx mo7 C Z -1 0 < 0 �J Ko M°mN° DMZ w m � m < m mm z � m mm nm0 cn m0 my (n .Z] 0 -D 0D z0 x o5m5oy D —I —I -0 D 0 0 m co —I z m :., mom z 55 0 °T c° DomSb m C 0 m = OO cp o m D J r z Om o 730 -ow 0 C '.2 o '=i) co(" 0 0 -D m ;U �] m 0 Z ,ZOj m X z0 m co C7] m 00 OC 0D D im m cn o HH > 0 �] p -�i Om m rrr� fl 0Z 0 t° im m � Q -m{ m --I 0 Ocm -0G, �m � � > me ? cn m vmi � m c) ( ° co 27 Cl Oc23 coz H 0 ma OD < 6. u) D T1 m wD Z cop � * J � m � m � r �z v] D< mm P 0 00 mm O m x w om N mm _ V0 0p 0 p � m DZ7 <° p �' 1 >< TT � m m � 0 m0 z0 °p cnm n 0 � m z cn C) Z G) c >-< Al' _ 70 O < z Dc = 0cn Tj m z 0 O z p 0 co x --� O Z H 00 m rT c � z coo On— 0 � D ip x m 73 < z H F- -I D zo � � H m � m D > > Oz c, ° , !AO 7 x O D 5 cn � 0 £ C) >o R x j cn zm z -1 O C 00 z °; m 7 (1) r m w z z -{ z me p < = z � -I H 0c 0 0 7J Dp pmm (n D 0 (n r o -i = mr -I m -1 mr D0 (n m 0 > cn cn n Z O 0 0 O T 0O z CA �7 z cn O0 DO Z �J > mN "<Z2? ,. c m m m W m m = ao O c7 � O 0pm I� -0 —4 74 Cn 7j 7] D r- s. -< o=, X -10-0M CA m 7) I > I m D -4 -< � H $2 70 m 0 m 0 0 n � _ 1 I m m °m x� gm D z H Cn = (n m co m I Z �° —Ir m 0 z O O m = � C m0 " c0 v > Z � m OF NA i u, 0 W c z c T O o w (n D z m p m > cn m * 2 (0> zm C4 D m p cncn m0 z C c �] C) < 0 (Dp oo 0 °` 0 r Z O �s corn � 0 Z D D6 m rcIni Xz w _< z co 73 m moo W O -,_ m O c co F m cn 0 H F v -< 23 -I 7i m zT >wZ -0 Z H 0 '-D Q7 > -< W 23 70 ov �� c? D Rn O Z = m O 73 0 0a mmZy CO z G) m 0 0 -fn D D o-�N 0Z c --I 0 70 m ZH am N _ o cn F c cn -< p > m 0 0 v cmo8 0 m Z (n G) 0 ZHI 0 0 D Z o�pz O m 0 co z c 0 0 z m 1 cP5° ?o= ■AA m p .Zm] m p Z°nm m c m m O O �l m p �7 y 0 op cop n D cn DD mm m Z Z n CA -0 —4 m !� Z 0 m0 mm _> c70 co G) D � - zQ 73 v, z Dcn r= m O zZ pr0 Z 3 p r 0 I co Z D • m z Z n � 0 0 m � m mm (7 X m 0 � p D D z � p y 70 -+ p U' 0 { `' m °' z co E- M r y G) O m Z � m Om D z -1 * m 0 m 0 0 -i cn 0 O 0 z z) H O Z I— -� 2] 0 0 m m 0 c) X m Cn 0 u) -)> I-a mm Z x Om m0 2 DZ y0 00 z0 n K �N • >�1 Z C) m-1 o 2 iN Nz o� � Dm 0 0m HIP GIRDER =W REFER TO PLACEMENT PLAN FOR NO OF PLIES WI v \ --- i Am x P 1 7,10 2 °° JACK >< mz TO T.> Z0 OA D JACK K 0 TT Z, N OD (p A m ti D cn 0 r m,�z // mm JACK 0> - 2 ow- 0 i 0 0 0 C) C) C N 2 N ti 20 sz =D i i c n o0 - c m A N a °m L �a 0 XU) U) 0 3 LWC W ^ i:-- m O =- -- > D = 4 O -n -D � O -' n O .— O'- � 4 .4, FN o 03 m X� n _ X xs � Ozoo � CD zOw r7O Um O w r ZH _ (W ZZH � OZ —I z- Z O O o m m 0 D -n m O m D 0 _1z 0Z > ---iz mJHZ I; ,, g O D m 0 O D ZO p 0 D zcn * ccn _ cn H2J . cn - i @ z0 0@ Dzz@ H 0• � O73p � * Omcri) � CA 9° z0 § sp mzH20 CA no D C m CO G) O O crnm � _i DO --{1>aillIllIl-4 H C) D -m � O 0 — m ma C)z z O D O p 1 r --1 O D m 0.< X 1— —1 I> mm mm X ----,m i A z Z y0 00 Z G) n-< Z N D >m I m-i o= � O xN N) D OK D a -1 `" 0) Z m 0 O 0m � z N w = m 0 -< -< D m D 10 co 0 D co 73 w co Ax ( N O G-) O 0 m O m n )) —1 7 0 W O 0 z m z S c x 0 m D —1 (I) ^'ice m c >0 D -� 0 c _-n m m N w o� D m ; N o° = Z <n m n V ,. � x z '� / z N o 0 O O n NA.- N N - °0 RI Z mm A m m ■-,∎,t co 0 0 WI O rn 1 s1 Ov °b z x TT -Zi N lk= N 5 y C °Z 0 D ' m -x _ D- 1 mr NO = = c �'' z -{ C p v X / //my - C z N m >U0 �'7 cm)m D A� �� 0� o' o O -�`•- co OrNa m a w� a� `' n o v co ' 1). g _.1,. ,,,,, 0) ,, w a yis co 0 , Oy ci m mr 7.1 0 n O = mz 0 0 < z m -0 m -1 — z O D G) -i m F 0 O O coy -< X H-77; 2>-■ H n T C z x D 0o `n REFER TO GABLE END Ea- -z Cep w 0 z ILI BRACING DETAIL a < >m DD .. rx m-, O x r I- C) N =4 N m m N, 2 6ry Zl ti C H�/ o m �� w G __\` C ► G7 _N mD �N�/� c O m co m oo n O, co .Z7 po nO X DX 2 O > z C z °° �a (n � z Z mG) xn Z O C 0 c(n z 0 m N Cr. or 0 - o cn U. r Tl N R Cn rn og yD .- p � U. Cn o°a C7 z c <o 73 = m = yD P, �� z O 0 z x 0 r 0 1 71 N! 0 * o D nN Z] :/ 0 o o C o r 0 C co Z S O (l C.•N, m z -< 0 on Nii:s .k. x �z x CC {o — N w C/)z 0 ^'-:-:' CD (n ob z • / �� G ) � G C -1'i • ZZO `! $ ►. 6," xz- G Nco V N r 0 N Ow .Q mti <nm n N y -0H H1 1 o O 0 ? -0 (n2 < -Ti JJ E`a• , �Q = DCn0 70 m -iDroO m O (n r r m 'm`s Oco m zpDmG _0TCn C� O < Mr I=m C7 � m ZCmm L�7zm z O 0 G) D C P. � � D 0) Cpcn <n = \ 0 {> r m T> N 00 ZSm n _1HcnOO Z7 O � 7J 0 " S "4 . g , 0 (,) _ c z , �i 0 cn = C � m > C nm § 11. cn m sit mco• coz m• � �� m cei -T, o co ,_ Z ,®,`_ c ozm0 U) o � C) m mop 73—, ......._____Kg pr. n r < r-D cn � H ." END 0 /' z 0 m C O o —I H � m m � O D cci) G) X r — ABCC94 Ply:1 SEAN:17793/T56/GABL AnastasiaA9 Qty: 1 FROM: DRW: GE01 Wgt:525.0 Ibs Page 1 of 2 ... / ... 12/09/15 144a 4045 0 12•211113-9 64 "8 g.1.7 E148• '55"0 H8 3� 1 8 348 'x"11 Ha � 44 H°J 1e I b 1"E ,4 b 1 a e -I 'rete .12/8.1E,"81'.1 =7 7 8 '91 r 1 � "a 71 '-17-1 .5X7 q a H0510 p 3X4(")PC0�1x4 R S c., 113X4 O _ U 13X3 13X9 NX3 1`- !-!I .-3XV113X3 12 9 BM3X3 M r CJN6X8 CT 1N 113X3 33R X Y 3XX8 J w1,3X3 /•� •I I •x3 =05 13X4 a)H CF CI CM (a) IT AB 12 ' �y CZ 4 /8X8(..)F G �, \I (a) ACADa8X81) T ijiL = 13 : CX. r( DF AG p/3XdE8) g \ • . � AH 113X8 ) . I� \_I _ ,� BQ.4X5 X3 4X5 113X4 C V 13X =4X5 113X3 " BK BJ BI BH BG BF BEBDBC BB BA AZ AY AX AW AV AU AT AS AR AQAP AO AN AM AL AK Ai 1 .3X8('") 13X4 a$X7 .3X8(") 18,9,12 1 25'8-4 5yg] {,�,� �� a'j g- �•• {8'91 �.� 1 14 _""i'6" 71 •q.4. 7771" .,,-.8._4 1'4]�{�.0�,819'/'6u''O'11'T'4,2' 3'T81'4'_-2i'11" 8'"" O'3�N9 828 3' S'7'p,17�1.4�.4'017"8 'I 4 1(8 T1 103 8 5"1�5'7�'86'71"8 197 8 22'3 8 4'7 ' 2T7" 2' 1'831'7 31'3"8 11 3' 9'•8 1.34:7i: 18:: Loading Criteria(psl) 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): 0.239 BA 999 308 A 886 /255 /495 /- /312 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.492 BA 626 308 AU 1458 1410 /710 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.086 N Al 633 /193 /322 /- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.170 N Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.13 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 II Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.345 AU Min Brg Width Req= 1.5 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Al Min Brg Width Req= 1.5 Load Duration:1.25 Bearings A,AU,&Al Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.809 C&C Dist a:4.46 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,HS VIEW Ver:15.01.02F1.1028.19 Lumber Wind A-B 1099 -1913 R-S 550 -469 Value Set:13B(Effective 6/1/2013 Wind loads based on MWFRS with additional C&C C-D 1099-1854 T-U 549 -453 ( ) C-D 1126-1854 T-U 418 -153 Top chord 2x4 SP#2 member design. D-E 1136-1837 U-V 383 -150 Bot chord 2x4 SP#2 E-F 1181 -1810 V-W 323 -139 Webs 2x4 SP#3:W5,W12 2x4 SP M-30: Additional Notes :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' See DWGS A14030ENC101014&GBLLETIN1014 for F-G 624 -1143 W-X 286 -149 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' gable wind bracing requirements. G-H 683-1171 X-Y 304 -166 H-I 738-1168 Y-Z 481 -438 Lumber value set"136"uses design values The overall height of this truss excluding overhang is I-J 774-1149 Z-AA 500 -514 approved 1/30/2013 by ALSC 11-4-10. J-K 741 -1043 AA-AB 465 -534 K-L 513 -687 AB-AC 412 -540 Bracing L-M 482 -606 AC-AD 352 -512 (a)Continuous lateral restraint equally spaced on M-N 521 -584 AD-AE 890 -1139 member. N-O 575 -581 AE-AF 835 -1141 O-P 572 -528 AF-AG 827 -1164 Plating Notes P-Q 549 -467 AG-All 798 -1189 All plates are 2X4 except as noted. Q-R 550 -469 AH-AI 814 -1218 (")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(Ibs) requirements. Chords Tens.Comp. Chords Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-BK 1745 -982 AW-AV 501 -190 Purlins BK-BJ 1742 -978 AV-AU 501 -190 In lieu of structural panels or rigid ceiling use purlins BJ-BI 1741 -977 AU-AT 393 -102 to laterally brace chords as follows: BI-BH 1742 -975 AT-AS 393 -102 Chord Spacing(in oc) Start(ft) End(ft) BH-BG 1731 -952 AS-AR 393 -102 TC 24 -0.36 44.22 BG-BF 1731 -952 AR-AQ 393 -102 BC 106 -0.36 44.22 BF-BE 1731 -952 AQ-AP 393 -102 Apply purlins to any chords above or below fillers BE-BD 903 -315 AP-AO 1061 -668 0 at 24"OC unless shown otherwise above. Loading BD-BC 903 -315 AO-AN 1061 -668 1061 -668 BC-BB 903 -315 BB-BA 900 -315 AM-AL 1090 1090 -699 Truss designed to support 8"maximum gable end BA-AZ 903 -315 AL-AK 1091 -702 overhang. AZ-AY 500 -190 AK-AJ 1091 -702 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 / ' ABCC94 Ply:1 SEON:17874/T12/GABL AnastasiaA9 Qty: 1 FROM: DRW: GE02 ,1�{� Wgt:525.0 lbs Page�1'oftff 2 g ... / ... 12/09/15 378 :3 1711 '-8�7"117 8 81"57�e 183,'8 5 22'3'8 25'5"10 2T7 841 130 10'98 1 134'-81T 9 14 1 97"8 18 44'7" �"1 t'1.4'7 ''1'4'� 1 1'4� ' 3'r'2 ' 3.2-2 ' H I'Ve 815 ':.47 " f"'378"' •3X4 0=P 0 gH.�OS 13X3 ■3X3 • •3X3 13X3N I`�! T93X3 12 BmLX3t"t =6X8 U 11 V 1113Xg4X8 9 K w 93X3 �X3 ,��- 1, BY 93X4 CNI CU i'" X 93X3 o I (a)•4X5 '13X4(a) (a) •! ' Y 12 H ,` E I�/�XS Z �,�I ry. C' AA 4 f7 ' 8(..)F G ABaX8(")T / Z' . AC AD C D ``M: _ CY j AE 93X E51 /,,t 83X4 8 �: • � •/ J CVO C��I�' AF®G4 iw A:........ MIL,.....Bp=4X5 3 3 =4X5 13X4 CO=4 Z =3X8(") 113X3 m BJ BI 8H BG BF BE BDBC88 BA AZ AY AX AW AV AU AT AS ARM)AP AOAN AM AL AK AJ Al AH •3X8(") a$X5 113X4 93X3 =4X5 1 �-- 278"4 l N �.{ 21'9"1�2--� �.� 1 378 142- otg 11^"1'4" 1781" 14"�8,1"00'J819'11�6H0410'15 0'1""I,9,.13'1.425i0j.9, B""WO'3'' 7"82.8, .s��1.1.1 �,1�•4.„J4'0't1"8 378 ��4 1{8 T1 0` 1' 5'7"98'11"8 79T'8 27 4'1 "8 27 1"831'2 34'3"8' '39'7"8 ~ 44'r 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 BJ 999 272 A 588 /162 /302 /- 1 312 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.213 AH 999 272 AV 1944 /545 /875 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 C - - AG 550 /151 /317 /- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL):0.077 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.13 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: 0.330 AV Min Brg Width Req= 1.9 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.693 AG Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,AV,&AG Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.732 C&C Dist a:4.46 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,HS VIEW Ver:15.01.02F1.1028.19 Lumber Wind A-B 687 -1091 Q-R 350 -12 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 717-1039 S-S 337 8 member design. C-D 717-1039 S-T 310 -8 . Top chord 2x4 SP#2 D-E 724-1015 T-U 301 0 Bot chord 2x4 SP#2 Additional Notes E-F 783-1017 U-V 280 0 Webs 2x4 SP#3:W5,W13 2x4 SP M-30: F-G 254 -407 V-W 233 -14 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' See DWGS A14030ENC101014&GBLLETIN1014 for G-H 313 -438 W-X 336 -227 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' gable wind bracing requirements. H-I 366 -430 X-Y 355 313 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is I-J 402 -411 Y-Z 320 -333 approved 1/30/2013 by ALSC 11-4-10. J-K 380 -321 Z-AA 267 -341 K-L 212 -37 AA-AB 208 -311 Bracing L-M 239 0 AB-AC 734 -915 (a)Continuous lateral restraint equally spaced on M-N 248 0 AC-AD 673 -909 member. N-O 259 0 AD-AE 667 -935 O-P 293 0 AE-AF 637 -958 Plating Notes P-Q 350 -12 AF-AG 636 -986 All plates are 2X4 except as noted. (")4 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(Ibs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. requirements. Plates sized for a minimum of 4.00 sq.in./piece. A-BJ 977 -596 AV-AU 313 -245 BJ-BI 973 -592 AU-AT 313 -245 Purlins BI-BH 973 -592 AT-AS 313 -245 In lieu of structural panels or rigid ceiling use purlins BH-BG 971 -589 AS-AR 233 -100 to laterally brace chords as follows: BG-BF 940 -554 AR-AQ 233 -100 Chord Spacing(in oc) Start(ft) End(ft) BF-BE 940 -555 AQ-AP 233 -100 TC 24 0.00 44.58 BE-BD 940 -555 AP-AO 233 -100 BC 75 0.00 44.58 BD-BC 343 -247 AO-AN 233 -100 Apply purins to any chords above or below fillers BC-BB 343 -247 AN-AM 838 -512 at 24"OC unless shown otherwise above. BB-BA 343 -247 AM-AL 838 -512 BA-AZ 343 -247 AL-AK 838 -512 Loading AZ-AY 343 -247 AK-AJ 873 -548 Truss designed to support 8"maximum gable end AY-AX 279 -285 AJ-Al 875 -551 overhang. AX-AW 279 -285 Al-AH 874 -551 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 ilEMZEBECE PE No.60839 PE No 58544 PE No.71457 ABCC94 ' Ply:1 SEAN:17734/T5/HIP_ AnastasiaA9 Oty: 2 FROM: DRW: HJO1 Wgt:43.4 lbs ... / ... 12/09/15 5'0"6 9'9"5 5'0"6 I 4'8"14 D 12 2.83 p I;, 12'9"7 1114X5 C M �si ._ 5X5(E1 '3X4 B iv 0. T A ii 1 • m 1 co 10'1"2 =3X4E 4'10"10 mica 4'8"10 A 4'10"10 9'7"5 141'5 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL): 0.028 F 999 240 A 332 185 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 F 999 180 E 337 173 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - D 87 140 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.013 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.626 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.594 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.471 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 250 -919 C-D 21 -40 B-C 242 -903 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-11-13. P 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= 1.755' A-F 876 -237 F-E 866 -241 Lumber value set"135"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F-C 148 0 C-E 250 -902 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- 55 lb Conc.Load at 1.46 TC- 155 lb Conc.Load at 4.29 TC- 253 lb Conc.Load at 7.12 BC- 28 lb Conc.Load at 1.46 BC- 85 lb Conc.Load at 4.29 BC- 142 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 117 0.00 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray riniErriari PE No.60839 PE No 58544 PE No 71457 ABCC94 Ply:1 SEON:17731/T17/JACK AnastasiaA9 Qty: 2 FROM: DRW: HJ02 Wgt:19.6 lbs / ... 12/09/15 12 2.83 L_-- C 11'9"7 CO• 3X4 B 5X5(E1 WO s N 53 A 410'1"2 9 D 5'6"6 5'6"6 i Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,PI in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L#t Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(TL):NA A 256 184 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 78 /- /8 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 B - - C 192 /94 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.068 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.938 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.475 C Min Brg Width Req= Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.221 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 601 -614 B-C 49 -31 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-11-13. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.755' A-D 2 -2 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 54 plf at 0.00 to 54 Of at 5.53 BC-From 10 plf at 0.00 to 10 plf at 2.87 BC-From 10 plf at 2.87 to 10 plf at 5.53 TC- 107 lb Conc.Load at 2.87 BC- 56 lb Conc.Load at 2.87 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.53 BC 66 0.00 5.53 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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 MIECEITIMEI PE No.60839 PE No 58544 PE No 71457 ABCC94 Ply:1 SEQN:17711/T49/JACK AnastasiaA9 Qty:4 FROM: DRW: J01A Wgt:7.0 lbs / ... 12/09/15 12 4 L 3X3 III3X8(E5 " I go, 10'9"12:„:.(\..; Mr IA ! i I_" „ 10'1"2 ►: c \I 1' 1. --I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 42 /3 /20 /- /11 /3.5 BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL):NA C 9 /3 /2 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - B 25 /18 /14 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/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: 0.039 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.016 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.005 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber A B 17 32 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 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.079' A-C 40 -9 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-0-2. 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 aiiiiMMEEI PE No.60839 PE No.58544 PE No 71457 ABCC94 Ply:1 SEAN:17713/T46/JACK AnastasiaA9 Oty:4 FROM: DRW: J02A Wgt:12.6 lbs ... / ... 12/09/15 12 4 C 1 11'5"12 3X4 B N III3X8(E5 d ao A N lil 0 0 . ri 10'1"2 PIMA ►=� D 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 97 /20 /50 /- /35 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 42 /- /17 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - C 78 /44 /39 /- /- /1.5 Des Ld: 32.00 EXP:C - HORZ(TL):0.008 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.249 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.112 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.058 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver..15.01.02F1.1028.19 Lumber A-B 129 -169 B-C 28 -36 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. is 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 3.00 BC 36 0.00 3.00 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-2. 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 iliarnilMil PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17715/T48/JACK AnastasiaA9 Qty:4 FROM: DRW: JO3A Wgt:18.2 lbs ... / ... 12/09/15 12 C 4 12'1"12 3X48 III3X8((E5 001 `v N . 00 . 10'1"2 -i' F s -1 5' Loading Criteria(ps) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 162 /37 /84 /- 158 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 71 /- /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - C 126 /70 /63 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.039 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.344 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.223 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 544 -612 8-C 43 -55 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins 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 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 2-4-2. 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 ABCC94 Ply:1 SEQN:17717/T47/EJAC AnastasiaA9 Qty: 15 FROM: DRW: JO4A Wgt:23.8 lbs / ... 12/09/15 C 4 12 12'9"12 V' N 3X46 M III 3X8(�E5 001,, N .igirij 00 • 10'1"2 D 7' 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 227 /54 /119 /- /82 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 99 /- /41 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - C 176 /96 /88 /- /- /1.5 Des Ld: 32.00 EXP.C HORZ(TL): 0.095 B - - Wind reactions based on MWFRS NCBCLL:W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.744 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.436 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.445 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 1111 -1210 B-C 59 -70 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Com Bot chord 2x4 SP#2 P :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-2. 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 liELECE112133� PE No.60839 PE No.58544 PE No.71457 • ABCC94 Ply:1 SEAN:17719/T38/EJAC AnastasiaA9 Qty: 1 FROM: DRW: J05A Wgt:26.6 Ibs ... / ... 12/09/15 I 5,3"10 I 7 5'3"10 1'8"6 1 D 12 12'9"12 4 III2X4C T i O N 63X4 B HB 1'6"10 to M fV ll3X8(A 5 fro NI .�. I ■ _■_ ;1 10'1'2 �" �F E li 5'210 Ill X4 I 5'3"10 f 1'8"6 I 5'3"10 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 B 999 240 A 145 /5 /72 /- /58 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 B 898 180 F 370 /78 /211 /- /- /7.8 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 B - - E -25 /13 /0 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.031 B - - D 16 /71 /14 1- /- /1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.357 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.181 F Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.175 E Min Brg Width Req= - D Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A&F Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-B 435 -532 C-D 15 -40 Top chord 2x4 SP#2 B-C 50 -90 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-F 6 -5 F-E 0 0 Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Purlins C-F 262 -291 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-2. 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 ABCC94 Ply:1 SEQN:17721/T54/EJAC AnastasiaA9 Qty: 2 FROM: DRW: JO6A Wgt:26.6 lbs ... / ... 12/09/15 4712 I 7' + 4'2"12 2'9"4 D 12 12'9"12 4 p Ig2X4C • • o N O o3X4 c HB 2'7"8 co in lll3X8(AE5 l�do � N� co ■ • ; 10'1"2 E li 4'112 IN2)(4 4'2"12 ` 2'9"4 I I I 7' 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 240 A 120 /- /56 /- /58 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 B 999 180 F 293 /62 /168 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - E 21 /- /6 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.018 B - - D 57 /13 /18 I- I- /1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.225 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.115 F Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.101 E Min Brg Width Req= - D Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A&F Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) A-B 243 -340 C-D 18 33 Top chord 2x4 SP#2 B-C 42 -100 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-F 5 -4 F-E 0 0 Plating Notes Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Purlins C-F 213 -238 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-2. 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 nalliaMEICIBLI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17737/T4/HIPS AnastasiaA9 Qty: 1 FROM: DRW: TOt Wgt:74.2 lbs / ... 12/09/15 7' 10'11" 17'11" l'' 7' 3,11" 7' 5X5 4 p C=6X8 D T pim AM N b cc E Tg A(E1 ' ` 3X4 F 6X6(E1) 1 8 Z 1112X4 m H031• =4X5("") 10'1"2 I 7'1"12 2'10"4 I 17"1? 7' "4 7'1"12 10' '10'712 17'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.144 I 999 240 A 1356 /413 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.276 I 778 214 F 1352 /412 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.091 G - - A Min Brg Width Req= 1.6 NCBCLL: W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.871 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.461 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 985-3209 D-E 967 -3164 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 969-3177 E-F 982 -3195 Lumber Purlins C-D 893-2990 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(Ibs) Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 -0.68 17.24 A-I 2953 -893 H-G 2976 -894 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 72 -0.68 17.24 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply puffins to any chords above or below fillers I H 2976 -894 G-F 2941 891 at 24"OC unless shown otherwise above. Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is C-I 457 17 G-D 472 -21 3-0-2. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 17 0 TC-From 55 plf at 0.00 to 55 plf at 7.00 TC-From 27 plf at 7.00 to 27 plf at 10.92 TC-From 55 plf at 10.92 to 55 plf at 17.92 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 10.91 BC-From 10 plf at 10.91 to 10 plf at 17.92 TC- 263 lb Conc.Load at 7.01,10.91 TC- 176 lb Conc.Load at 8.85 BC- 437 lb Conc.Load at 7.01,10.91 BC- 99 lb Conc.Load at 8.85 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. 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 linEEEMEMI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17741/T41/COMN AnastasiaA9 Qty: 1 FROM: DRW: T03 Wgt:64.4 lbs ... / ... 12/09/15 I"' 8'11"8 1711" 8'11"8 I 8'11"8 I 12 Ca 6X6(R1) 4 p /,\ co co 1 3X4 B D 3X4 1113X8(E5) 1 -81-72 al111 A i ft. E III3X8(E5) -.L p Vt, f1/4-4)10.1"2 ----5X5 8'11"8 811"8 1 8'11"8 I 1711" 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 Ulf Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 B 999 240 A 580 /182 /261 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 B 720 214 E 580 /182 /261 I- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.119 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.619 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.707 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.503 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 1113-1672 C-D 439 -1036 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 439-1036 D-E 1113 -1672 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 934 -343 F-E 934 -343 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-F 289 0 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 17.92 BC 120 0.00 17.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EICEICEEECIECI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17876/114/SPEC AnastasiaA9 Qty: 1 FROM: DRW: T05 Wgt:218.4 lbs / ... 12/09/15 10'11" 1'11" 62" 17117 201 " 25'0"2 31'1"15 377" 447" " I I I " I " I " I " f " '62 29"8 707 219 41 2 613 6'5"1 7 12 4 D T4 5X5 H II �2X4C E 5X7 =4X5 v 8 a 4X10 s4X10 =88 T 114X8(E5) =6X6(E1) T 0-.3X4 B i�•++ K X4 ,� L ° r� 8 =4X5 =3'8 v4X10 f"1 s 8 =4X5 1112X4 10'1"2 T S R 0 P 0 N M I 25'3"6 =1X10 1 19'2"10 1 8'11"8 I 23 49 8 247 723 3'0"6 2'11"15 5'10"5 I 71"12 i I 18'4 7 I " I ' I " + " "81 "8 112 t 16' 256 0 287 316 15 375 4 447 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Defledion in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Cc:NA VERT(LL): 0.119 M 999 305 A 692 /220 /- I- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.249 M 924 305 P 3398 /1097 I- I- I- /7.8 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 M - - L 1120 /326 /- I- I- /3.5 Des Ld: 32.00 EXP:C HORZ(TL):0.072 M - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.896 P Min Brg Width Req= 4.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987 L Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.909 Bearings A,P,&L Fcperp=565psi. C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Special Loads A-B 532-1766 G-H 204 727 Value Set:13B(Effective 6/1/2013) ---(Lumber B-C 478-1421 H-I 2174 -696 ( ) --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-13 362-1186 I-J 381 -1574 Top chord 2x4 SP#2:T4 2x4 SP M-30: TC-From 55 plf at 0.00 to 55 plf at 8.96 D-E 363-1184 J-K 743 -2577 Bot chord 2x4 SP#2 TC-From 55 plf at 8.96 to 55 plf at 10.92 E-F 436-1401 K-L 758 -2653 Webs 2x4 SP#3:W7 2x4 SP#2: TC-From 55 plf at 10.92 to 55 plf at 17.98 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' TC-From 27 plf at 17.98 to 27 plf at 20.92 F-G 204 -727 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' TC-From 27 plf at 20.92 to 27 plf at 37.58 TC-From 55 plf at 37.58 to 55 plf at 44.58 Maximum Bot Chord Forces Per P Lumber value set"13B"uses design values BC-From 10 plf at 0.00 to 10 pH at 16.00 Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC BC-From 5 plf at 16.00 to 5 pH at 28.58 BC-From 5 plf at 28.58 to 5 plf at 37.57 A-T 1311 -435 P-O 1496 -371 Bracing BC-From 10 plf at 37.57 to 10 plf at 44.58 (a)Continuous lateral restraint equally spaced on TC- 57 lb Conc.Load at 19.52,21.52 T-S-R S R 1422 -446 N-M 1496 -371 793 -230 N-M 2421 684 member. TC- 16 lb Conc.Load at 23.52 R-Q 793 -230 M-L 2393 -683 TC- 176 lb Conc.Load at 25.52,27.52,29.52,31.52 Q P 630 2002 Plating Notes 33.52,35.52 Plates sized for a minimum of 4.00 . face. TC- 263 lb Conc.Load at 37.57 �'in/p BC- 374 lb Conc.Load at 17.98 Maximum Web Forces Per Ply(Ibs) Purlins BC- 21 lb Conc.Load at 19.52,21.52 Webs Tens.Comp. Webs Tens. Comp. BC- -10 lb Conc.Load at 23.52 In lieu of structural panels or rigid ceiling use puffins BC- 99 lb Conc.Load at 25.52,27.52,29.52,31.52 C-T 143 -295 0-H 2832 -896 to laterally brace chords as follows: 33.52,35.52 D-T 708 -211 H-P 623 -1616 Chord Spacing(in oc) Start(ft) End(ft) BC- 434 lb Conc.Load at 37.57 T-E 206 -573 P-I 1177 -3664 TC 24 0.00 44.58 E-S 98 -216 I-N 800 -91 BC 43 0.00 44.58 S-F 697 -222 N-J 333 -1107 Apply purlins to any chords above or below fillers F-Q 244 -624 M-J 538 17 at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei3.7 ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray E LE CI I I MCI 013 PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17781/T6/SPEC ' AnastasiaA9 Qty:2 FROM: DRW: T07 Wgt:306.6 lbs ... / ... 12/09/15 86"2 13'8"8 191"7 I 24'1"2 1255"10 310"5 366"15 44'r " ' I _ I j 802 586 5414 50 5 134 56" 1 56" 1 801 F tiii6X6 - = 7 112X4 C' 12 9 111"ik 04X8 D H Ii3X3 i r €o 12 4 7 (a) �5X7(SRS) w5X7(SRS)C IT $aX4 ��` 6X1K�3 4 13X8(E5) o1114X8dE5 I ____ 11'1'2 • 1�c Q. P 0 M•i �.;: „10'1"2 W V U I S N 1 24'5"4 1 20'112 1 7'1D"6 21"0 5'8"6 521 68 13 1 3'3"3 j 26"15 4'31 j 35"8 f " j - ' ) " I 7106 10 1917 243 8 31'0"5 343"8 3610"� 41'1"8 447" 3'S" I I Loading Criteria(psf) Wind Criteria 13'5" Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.176 J 999 288 A 740 /579 /600 I- /329 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.361 J 683 288 R 2176 /563 /1032/- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.145 Q - - L 507 /206 /339 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.232 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:16.27 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: 0.812 R Min Brg Width Req= 2.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999 L Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.815 Bearings A,R,&L Fcperp=565psi. ri Spang:24.0" p C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Loading A B 1823-2281 G-H 813 -748 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of C-D 1 -1202 -I 475 -449 Top chord 2x4 SP#2 1170#( 26.24 plf)along top chord,from either C-D 11174 71 -1202 I-J 702 -1143 Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and D-E 902 -829 J-K 545 932 connections are to be designed by Engineer of Record. E-F 753 -561 K-L 580 -961 Webs 2x4 SP#3:W7 2x4 SP M-30: 9 Y 9 :W14 2x8 SP#2: Drag Loads:Force(#) (PLF) Mbr Start End F-G 608 -409 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case 1: 1170 26.24 TC 0.00 44.58 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 1170 206.47 BC 0.00 5.67 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses desi n values Case 2: 1170 26.24 TC 0.00 44.58 Chords Tens.Comp. Chords Tens. Comp. 9 1170 206.47 BC 0.00 5.67 approved 1/30/2013 by ALSC Case 3: 1170 26.24 TC 0.00 44.58 A-W 1362-1281 R-Q 254 -313 1170 206.47 BC 0.00 5.67 W-V 1358 -541 0-P 1031 -569 Bracing Case 4: 1170 26.24 TC 0.00 44.58 (a)Continuous lateral restraint equally spaced on 1170 206.47 BC 0.00 5.67 V-U 1358 -541 P-O 1031 569 U-T 579 -354 0-M 2419 -1354 member. Drag Load for wind only. T-S 410 -383 N-L 852 -471 Plating Notes Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply Ibs ++ This plate works for both joints covered. N( 1 ( ) P 1 clearance. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes W-C 216 0 R-G 208 -784 Purlins Negative reaction(s)of-579#MAX.(See Max C-U 488 -875 G-0 934 -541 In lieu of structural panels or rigid ceiling use purlins Reactions table above)Requires uplift connection. U-D 539 -199 0-H 332 -363 to laterally brace chords as follows: The overall height of this truss excluding overhang is D-T 3E6 -672 0-I 575 -904 Chord Spacing(in oc) Start(ft) End(ft) 11-8-2. E-T 728 -291 I-0 264 -71 TC 24 0.00 44.58 E-S 376 -1056 0-J 781 -1369 BC 61 0.00 24.00 S-R 994 -347 J-M 191 -259 BC 72 24.01 41.26 F-R 188 -308 M-N 129 -55 BC 38 41.43 44.58 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. 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 EMECEMI PE No.60839 PE No.58544 PE No 71457 ABCC94 Ply:1 SEQN:17784/T8/SPEC AnastasiaA9 Qty: 1 FROM: DRW: 109 Wgt:310.8 lbs ... / ... 12/09/15 56"8 I 8'0"21 13'8"8 ' 151'7 I 24'1"12 ,25'5110 31'0"5 j 36'6"15 I 447 5'6"8 2'S"101 5'8"6 5'4"14 5'0"5 '1'3"i4 5'611 5'6"11 8'0"1 GG 86X8 -FX7 IIZX H - ,r t2 9 /4X8 E Ip3X3 (a)(a) 4 p 445X7(SRS) 06X6(SRS)D T __ ggX� hx4� - .�� •o �SX56) `°6X12 + N3X8(ES) 1 1I 5X5 . =o': s i': ii �� ° - _ - R 0 P N • ..10'1"2 0 ^ -0 X W V U 7 O 1 24'5"4 1 20'112 - -i 7'8"10 j 2T6 3'5" j 5'8'16 I 5'2"1 I 6'8"13 j 3'3"3 I 2'6"15 4'3"1 I 3'5"8 j 7'8"10 10' 13'5" 191"7 24'3"8 31'0.5 34'3"8 36'10" 41'1"8 44'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Ptin PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.196 D 999 288 A 737 /1381 /1403/- /333 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.360 K 685 288 S 2184 /1310 /1780/- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.238 K - - M 506 /203 /339 I- /- /5.5 Des Ld: 32.00 EXP:C - HORZ(TL):-0.274 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:16.27 ft Code/Mist Criteria Creep Factor:1.5 A Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.944 S Min Brg Width Req= 2.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 M Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.986 Bearings A,S,&M Fcperp=565psi. Spacing:24.0" P C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber Loading A-B 3674-3737 G-H 1240 -1041 Value Set:138(Effective 6/1/2013) Truss transfers a maximum horizontal load of C-C 3364-3437 H•I 1472 -1819 2980#( 66.84 If along C-D 3364-3437 I-J 847 -819 Top chord 2x4 SP#2 direction,to supports where indicated.f Diaphragm e and D-E 2776-2816 J-K 687 -1137 Bot chord 2x4 SP#2 connections are be designed by Enginer of ecord. E-F 2057-1986 K-L 537 -929 Webs 2x4 SP#3:W8 2x4 SP M-30: Drag Loads:Force(#) (PLF) Mbr Start End F-G 1602-1409 L-M 573 -958 :W15 2x8 SP#2: g ) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case 1: 2980 66.84 TC 0.00 44.58 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 2980 415.81 BC 5.00 12.17 Maximum Bot Chord Forces Per Ply(Ibs) Case 2: 2980 66.84 TC 0.00 44.58 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 2980 415.81 BC 5.00 12.17 p' approved 1/30/2013 by ALSC Case 3: 2980 66.84 TC 0.00 44.58 A-X 3253-3250 S-R 512 -567 2980 415.81 BC 5.00 12.17 X-W 2316-2260 R-Q 1026 -557 Bracing Case 4: 2980 66.84 TC 0.00 44.58 W-V 1692- 5 (a)Continuous lateral restraint equally spaced on 2980 415.81 BC 5.00 12.17 - P-N 1412 336 V-U 692 -5660 0 P-N 2412 -1336 member. Drag Load for wind only. U-T 743 -716 O-M 849 -464 Plating Notes Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(Ibs) (++)-This plate works for both joints covered. clearance. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes C-X 302 -318 S-H 573 -784 Purlins Negative reaction(s)of-1381#MAX.(See Max X-D 344 -251 H-R 933 -538 In lieu of structural panels or rigid ceiling use purlins Reactions table above)Requires uplift connection. D-V 980 -985 R-I 332 -363 to laterally brace chords as follows: The overall height of this truss excluding overhang is V-E 521 -457 R-J 570 -902 Chord Spacing(in oc) Start(ft) End(ft) 11-8-2. E-U 393 -682 J-P 264 -71 TC 24 0.00 44.58 F-U 734 -296 P-K 775 -1367 BC 35 0.00 24.00 F-T 748-1069 K-N 188 -258 BC 72 24.01 41.26 T-S 1015 -703 N-O 129 -55 BC 38 41.43 44.58 Apply purlins to any chords above or below fillers G-S 192 -314 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:178641 T25/SPEC AnastasiaA9 Qty: 1 FROM: DRW: T11 Wgt:271.6 Ibs ... 1 ... 12/09/15 8'0"2 138"8 191"7 25'5"10 31'0"5 36'6"15 44'7" I 8'0"2 I 5'8'5 1 5'4"14 I 6'4-3 1 5'6"11 )- 56"11 I 8'0"1 I of 7 $" 8 12 9 014X8 D C i4X8 12 4 p il4X8AT `�5X7(SRS)C Hl5X7(SRS) 5)B 4 t AIIIIIIIIImh "AV4 II 4 m•X5 = 8 8 r•5 •*8 1 l 112X4 10'1 2 R a P 0 N M L K 1- 26'11"2 mil- 6'10.11 �qX5 10.8"2 • 1 7'10'6 1 5'6"10 { 2'7" 1 3'3"3 1 7'8" lI 1'714 5714 1 2'10"141 710"5 7'10'5 13'5" 16' 19'3"3 26'11.2 28'7' 33'9"14 36'8"11 44'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeIWCSI 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): 0.117 I 999 323 A 739 /83 /389 /- /327 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.262 I 493 323 N 1758 /188 1 952 I- I- 17.8 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 B - - L 411 /177 /255 /- I- /7.8 Des Ld: 32.00 EXP:C HORZ(TL):0.092 B - - S 322 /64 /180 /- /- /10.7 NCBCLL: 10.00 Mean Height:16.27 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.806 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.553 N Min Brg Width Req= 2.1 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.905 L Min Brg Width Req= 1.5 Spacing:24.0" P S Min Brg Width Req= 1.5 C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings A,N,L.&S Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Maximum Top Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-177#MAX.(See Max A-B 936-1970 F-G 580 -58 Top chord 2x4 SP#2 Reactions table above)from a non-wind load case B-C 620-1487 G-H 261 29 Bot chord 2x4 SP#2 requires uplift connection. C-D 409 -839 H-I 115 -338 Webs 2x4 SP#3 The overall height of this truss excluding overhang is D-E 311 -338 I-J 1153 -1344 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 11-8-2. E-F 319 -196 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-R 1360 -520 N-M 213 -263 (a)Continuous lateral restraint equally spaced on R-0 1356 -522 M-L 213 -263 member. Q-P 573 -203 L-K 273 -58 Plating Notes P-0 573 -203 K-J 278 -57 O-N 312 -248 Plates sized for a minimum of 4.00 sq.in./piece. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: R-C 211 0 F-N 473 -1359 Chord Spacing(in oc) Start(ft) End(ft) C-Q 483 -883 N-G 315 -381 TC 24 0.00 44.58 Q-D 476 -202 G-L 329 -119 BC 75 0.00 44.58 D-0 378 -609 L-H 309 -493 Apply purlins to any chords above or below fillers E-O 67 -223 H-K 210 0 at 24"OC unless shown otherwise above. 0-F 876 -366 Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:178361 T26/SPEC AnastasiaA9 Qty:4 FROM: DRW: T13 Wgt:121.8Ibs ... / ... 12/09/15 1'5"8 I 6'8"14 I 11'11"8 I 17'3"8 I 22'11" 1'5"8 5'3"6 5'2"10 5'4" 5'7"8 Da 4X4 12 4 p 4X5 C All10111100. E4X5 'a 3X8 B Fx3X4 112X4A�� HC�0310(E5) 2- �; 1 ::,2'M __ = 2'1 1 41,,0',"2 112X4("")t'=- =4X5 • 3X4 =4X10 1113X3 -=- M 112X4 K J 1 H I-1' 1 21'11" 1'2"12 57"10 3'6"10 1'11"8 5'5"12 5'5"12 11'2-121 6'5"6 I 10' I 11'11"8 I 17'5"4 ( 22'11" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 E 999 260 L 784 /118 /377 /- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.169 E 999 260 G 701 /99 /315 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.077 F - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.527 Bearings L&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.472 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.336 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 34 -114 D-E 448 -999 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.02F1.1028.19 B-C 486-1236 E-F 512 -1253 Lumber C-D 439-1002 F-G 520 -1317 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x10 SP#2: M-L 123 -33 J-I 1139 -428 :W2 2x6 SP#2: L-K 274 -112 I-H 1133 -428 :Rt Slider 2x8 SP#2:BLOCK LENGTH= 1.500' K-J 1139 -428 H-G 1134 -427 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. ("")1 plate(s)require special positioning.Refer to A-M 10 -24 C-I 139 -318 scaled plate plot details for special positioning L-B 377 -756 D-I 319 -95 requirements. B-K 883 -311 I-E 139 -321 Plates sized for a minimum of 4.00 sq.in./piece. K-C 90 -105 E-H 129 -6 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 22.92 BC 120 0.00 22.92 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ez; Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEAN:17847/T22/COMN AnastasiaA9 Qty: 1 FROM: DRW: T15 Wgt:133.0 lbs ... / ... 12/09/15 1'5"8 6'8"14 11'11"8 17'2"2 22'5"8 23'11" l'5"8 5'3"6 I 5'2"10 I 5'2"10 I 5'3"6 I 1'S"8 D=4X4 12 4 p 05 C Ez44X5 co 0 3X8 B F %3X8 1112X4A / 0 G 113X3 i1-' _0 I 1� W11 10'1'2 112X4(") m 4X5 a 6X8 =4X5 �11I2X4f'") N 54X4'Al L K J 114X4 FFII I-1' 1 21'11" 1 1'-1 12"12 52"10 5'6"2 5'6"2 5210 1'2"12 1'2"12 I 6'5"6 11'11"8 I 17'510 I 22'8"4 (23'11"{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P(in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 E 999 257 M 776 1 1039 /1025/- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.099 K 999 257 I 776 /1039 /1025/- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.059 D - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.506 Bearings M&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.926 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:No Max Web CSI:0.941 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 176 -189 D-E 1203 -1273 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1870-1930 E-F 1860 -1919 Lumber Loading C-D 1201 -1271 F-G 225 -238 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP#2 4535#( 189.62 plf)along top chord,from either Maxim Tens.Comp.Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and p. Chords Tens. Comp. Webs 2x4 SP#3:W1,W11 2x10 SP#2: connections are to be designed by Engineer of Record. N-M 414 -400 K-J 2119 -2039 :W2,W10 2x6 SP#2: Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4535 189.62 TC 0.00 23.92 M-L 2491 -2455 J-I 2050 -2034 Lumber value set"13B"uses design values 4535 412.27 BC 0.00 11.00 L-K 2988-2762 I-H 451 -436 approved 1/30/2013 by ALSC Case 2: 4535 189.62 TC 0.00 23.92 4535 412.27 BC 0.00 11.00 Maximum Web Forces Per Ply(Ibs) Plating Notes Case 3: 4535 189.62 TC 0.00 23.92 ('")2 plate(s)require special positioning.Refer to 4535 412.27 BC 0.00 11.00 Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning Case 4: 4535 189.62 TC 0.00 23.92 A-N 33 -31 K-E 507 -548 requirements. 4535 412.27 BC 0.00 11.00 M-B 1044 -987 E-J 342 -288 Plates sized for a minimum of 4.00 sq.in.lpiece. Case 5: 2165 90.52 TC 0.00 23.92 B-L 1774 -1699 J-F 1815 -1737 2165 412.38 BC 18.67 23.92 L-C 334 -280 F-I 1054 -998 Purlins Case 6: 2165 90.52 TC 0.00 23.92 C-K 495 -536 G-H 25 -24 2165 412.38 BC 18.67 23.92 In lieu of structural panels or rigid ceiling use purlins Case 7: 2165 90.52 TC 0.00 23.92 D-K 324 -88 to laterally brace chords as follows: 2165 412.38 BC 18.67 23.92 Chord Spacing(in oc) Start(ft) End(ft) Case 8: 2165 90.52 TC 0.00 23.92 TC 24 0.00 23.92 2165 412.38 BC 18.67 23.92 BC 40 0.00 23.92 Drag Load for wind only. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Wind Negative reaction(s)of-1039#MAX.(See Max Wind loads based on MWFRS with additional C&C Reactions table above)Requires uplift connection. member design. The overall height of this truss excluding overhang is Left and right cantilevers are exposed to wind 4-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray itlIMACIEM PE No 60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17770/T23/COMN AnastasiaA9 Qty: 7 FROM: DRW: T17 Wgt:117.6 lbs ... / ... 12/09/15 611"8 11'11"8 16'11"8 23'11" I I{ 5' { 5' { 6.11"8 '{ C 1114X5 ill 4 12 '• 1112X4 B D 1113X3 co v 4X5(B1)A E 4X5(81)MI T {�{ m10'1"2 B2 F W 7'1"4 _X5 2'10"12 -5X5 6'9"12 -4X5 7'1"4 I- 7'1"4 -{ 10' { 16'9"12 { 23'11" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.176 D 999 283 A 974 /714 /1131/- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.276 H 999 283 E 974 /714 /1131/- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.067 F - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1,5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.800 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.326 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 1715-3003 C-D 1027 -2172 I Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1017 -2158 D-E 1690 -2999 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(Ibs) 4535#( 189.62 plf)along top chord,from either Chords Tens.Comp. Chords Tens. Comp. Bot Top chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Webs s chord 2x6 SP#2:82 2x6 SP SS Dense: connections are to be designed by Engineer of Record. A-H 2802-1648 G-F 2884 -1999 W We 2x4 SP#3 Drag Loads:Force(#) (PLF) Mbr Start End H-G 2462-1577 F-E 2860 -1607 Lumber value set"13B"uses design values Case 1: 4535 189.62 TC 0.00 23.92 approved 1/30/2013 by ALSC 4535 422.32 BC 0.26 11.00 Maximum Web Forces Per Ply(Ibs) Special Loads Case 2: 4535 422 32 BC 0 26 11.00 Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Case 3: 4535 189.62 TC 0.00 23.92 B-H 231 -301 C-F 855 -383 TC-From 55 plf at 0.00 to 55 plf at 11.96 4535 422.32 BC 0.26 11.00 H-C 837 -370 F-0 231 -305 TC-From 55 plf at 11.96 to 55 plf at 23.92 Case 4: 4535 189.62 TC 0.00 23.92 BC-From 10 plf at 0.00 to 10 plf at 6.96 4535 422.32 BC 0.26 11.00 BC-From 50 plf at 6.96 to 50 plf at 10.00 Case 5: 2165 90.52 TC 0.00 23.92 BC-From 50 plf at 10.00 to 50 plf at 16.96 2165 434.02 BC 18.67 23.65 BC-From 10 plf at 16.96 to 10 plf at 23.92 Case 6: 2165 90.52 TC 0.00 23.92 2165 434.02 BC 18.67 23.65 Plating Notes Case 7: 2165 90.52 TC 0.00 23.92 Plates sized for a minimum of 4.00 sq.in./piece. 2165 434.02 BC 18.67 29 Case 8: 2165 900.52.52 TC 0.00 0 23.92 Purlins 2165 434.02 BC 18.67 23.65 In lieu of structural panels or rigid ceiling use puffins Drag Load for wind only. to laterally brace chords as follows: Additional Notes Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 Negative reaction(s)of-714#MAX.(See Max BC 41 0.13 23.79 Reactions table above)Requires uplift connection. Apply puffins to any chords above or below fillers The overall height of this truss excluding overhang is at 24"OC unless shown otherwise above. 4-8-0. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17747/T7/HIPS AnastasiaA9 Qty: 1 FROM: DRW: T19 Wgt:112.0 lbs ... / ... 12/09/15 4' 76" 14'6"12 1711" 23'11" I- 4' I 5,6" I 5,0„12 I 5,4„4 I 4' 12 4 f7 =4X5 1112X4 C,6X8 D T2 E m6X8F 3X4 !r �� T °6X6(E1) B C'ft3X4 =6X6(E1) b fV _r_ A/AO r = �``=H 101,7 1 ==: 114M X4 V LXS K H0310 v 6X8 p1 I 4'1"12 5'0"12 9"8 4'6"12 5'2"8 41"12 1 4'1"12 I 9'2"8 110'I 14'6"12 I 19'7'4 I 2711" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.387 D 741 287 A 1502 /487 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.739 D 388 287 H 1501 /487 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.122 C - - A Min Brg Width Req= 1.8 NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:1.5 H Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.732 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.755 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 1146-3507 E-F 1664 -5127 Wind Duration:1.60 WAVE.HS VIEW Ver.15.01.02F1.1028.19 B-C 1131 -3475 F-G 1129 -3474 Lumber Purlins C-0 1644-5081 G-H 1144 -3506 D-E 1664-5127 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs ) Webs 2x4 SP#3 TC 24 0.00 23.92 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 66 0.00 23.92 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers A M 3236-1053 K-J 5153 -1682 at 24"OC unless shown otherwise above. M-L 3240-1045 J-I 3238 -1043 Lumber value set"13B"uses design values L-K 5153-1682 I-H 3234 -1051 approved 1/30/2013 by ALSC Additional Notes Special Loads The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 2-0-2. Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.0010 55 plf at 4.00 C-M 105 0 E-J 224 -417 TC-From 27 plf at 4.0010 27 plf at 19.92 C-L 1939 -630 J-F 1983 -652 TC-From 55 plf at 19.92 to 55 plf at 23.92 L-D 230 -432 I-F 108 0 BC-From 10 plf at 0.00 to 10 plf at 4.01 D-J 19 -28 BC-From 5 plf at 4.01 to 5 plf at 10.00 BC-From 5 plf at 10.00 to 5 plf at 19.91 BC-From 10 plf at 19.91 to 10 plf at 23.92 TC- 294 lb Conc.Load at 4.01,19.91 TC- 102 lb Conc.Load at 6.06,8.06,10.06.11.85 13.85,15.85,17.85 BC- 135 lb Conc.Load at 4.01,19.91 BC- 57 lb Conc.Load at 6.06.8.06,10.06.11.85 13.85,15.85,17.85 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 liainarirni PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17853/143/VAL AnastasiaA9 Qty: 2 FROM: ORW: V02 Wgt:54.6 lbs ... / ... 12/09/15 2'7"8 678 107'8 13'3"1 278 4' I 4' I- 278 Cm 4X4 4P1111 12 9 N 0 in 1112X48 D iii2X4 i i 166.412X4(D8R) ■ ■ ■ A.12'9"12 '■'° PPP' Iv 02X4(D8R) H 112X4 G 112X4 F lU2X4 1 13'3"1 I 27'8 4' 4' 278 I' 278 8 1 67-8 1 107'8 113"3"1 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Oefl!CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.001 C 999 240 A' 67 /227 /376 /- /136 /159 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:15.47 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.324 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.187 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.071 A-B 61 -73 C-D 115 -108 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. B-C 115 -108 D-E 109 -121 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-H 65 -41 G-F 70 -49 Top chord 2x4 SP#3 H-G 70 -49 F-E 75 -51 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-H 225 -237 F-D 225 -237 Plating Notes C-G 3 -163 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 -0.68 12.28 BC 120 -0.82 12.43 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5-0-2. 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 17;', Michael G Kozlowski Jeffrey P Arneson Derek B Murray EBEEEEMZEI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17859/T59/VAL AnastasiaA9 Qty: 2 FROM: DRW: VO4 Wgt:36.4 lbs ... / ... 12/09/15 4'10"3 I 98"6 4'10"3 4'10"3 B=4X4 12 9 m in X4(D8R) A- IN C .7 • Alb 14'112 NV 2X4(D8R) D 112 4 9'8"6 4'10"3 4'10"3 F 4'10"3 f 9,8"6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 D 999 240 A' 67 /160 /270 /- /97 /116 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 D - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C — HORZ(TL):-0.015 D - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:16.14 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.502 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.371 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.113 A-B 240 -132 B-C 240 -132 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 181 -139 D-C 181 -139 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-D 271 -428 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 -0.21 9.19 BC 75 -0.36 9.34 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-8-2. 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 ABCC94 Ply:1 SEQN:17857/T19/VAL AnastasiaA9 Qty:2 FROM: V03 DRW: Wgt:42.0 lbs ... / ... 12/09/15 I 58'14 56'14 I 11'5"11 'I 5'6'14 8=4X4 O 12 9 N .1 v A �?Lj(4(D8R) 'Pr ■ ■ m 13'5 12 v'' g2X4(D8R) D 112X4 II 11'511 I 5'8'.14 I 5'6'14 5'614 11'5"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.019 D 999 240 A' 67 /194 /323 /- /116 /137 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.046 D 999 180 BCDL: 5.00 Risk Category:II ( ) Wind reactions based on MWFRS 9 ry� Snow Duration:NA HORZ(LL):-0.011 D - - A Min Brg Width Req= Des Ld: 32.00 EXP:C HORZ(TL):-0.025 D - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:15.81 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.718 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.543 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.189 A-B 327 -184 B-C 327 -184 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE Maximum Bot Chord Forces Per Ply(Ibs) VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-D 232 -199 D-C 232 199 Top chord 2x4 SP#3 Tot chord 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs 2x4 SP#3 Webs Tens.Comp. Lumber value set"13B"uses design values B-D 346 -561 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 -0.21 10.97 BC 75 -0.36 11.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 4-4-2. 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 ' ABCC94 Ply:1 SEAN:17851/T37/VAL AnastasiaA9 Qty:2 FROM: DRW: Vol Wgt:79.8 Ibs ... / ... 12/09/15 �5w 3'6"3 I 410"3 6'2"3_L 7'6"3 ' 810"3 10'2"3I 11'6"3I 14'7'3 15' 6 5 3'1" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 3'1" 5"3 Em4X4 1113X3 D F 12 C g � J G1113X3 N v in in B H 1113X3 i 02X4(D8R) Q A- • hIll■ 1%2X4(DSR) ■ ■ ■ • _ 121"12 I5" 3'1" + 1'4" 0 1'4" I-N 1'4" M 1'4" 'L 1'4" IK 1,4" IJ 31" 5" 5 3'6"3 4'10"3 6'2"3 7'6"3 6'10"3 10'2"3 11'6"3 1473 15'46 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 J 999 240 Q" 61 /239 /406 /- /144 /180 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 J 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 P - - 0 Min Brg Width Reg= - Des Ld: 32.00 EXP:C HORZ(TL):-0.003 J - - Bearing Q Fcperp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.065 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.056 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.050 A-B 72 -83 E-F 116 -36 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 38 -17 F-G 84 -52 GCpi:0.18 Plate Type(s): C-D 56 -3 G-H 82 -67 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 D-E 116 -20 H-I 124 -115 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-P 103 -61 M-L 113 -68 Webs 2x4 SP#3 P-O 109 -65 L-K 111 -68 Lumber value set"136"uses design values O-N 111 -66 K-J 109 -68 approved 1/30/2013 by ALSC N-M 113 -68 J-I 103 -68 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-P 125 -132 J-H 125 -132 Purlins E-M 12 -102 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.58 14.45 BC 75 0.43 14.60 C-O 66 -55 L-F 87 -89 Apply purlins to any chords above or below fillers D-N 87 -89 K-G 66 -55 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 5-3-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEAN:17749/T2/HIPS AnastasiaA9 Qty: 1 FROM: DRW: 118 Wgt:105.0lbs ... / ... 12/09/15 6' , I 511118 I 17'11" I 23.11" I 5'11"8 6' 12 =4X10 1112X4 m4X10 4 p C D E Tammigi 20 0 3X4 B iv 1114AX8(E5) 1 _ F 3X4 tl4X8(ES) i G IK2X4 la 6X8 3 101'7 J I III 3X3 3 k • 6'1"12 I 5'9"12 I 5'9"12 I 6'1"12 f 6'1"12 11'11'8 17'9"4 23'11" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 D 999 286 A 774 /247 /342 I- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.271 D 999 286 G 774 /247 /342 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.062 H - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.429 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.369 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. Camp. GCpi:0.18 Plate Type(s): A-B 754 -1783 D-E 918 -2005 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 733-1654 E-F 733 -1654 Lumber C-D 918-2005 F-G 753 -1783 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bat chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 1529 -645 I-H 1531 -642 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J I 1531 -641 H-G 1529 645 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 C-J 167 0 D-I 192 -330 Plates sized for a minimum of 4.00 sq.in./piece. C-I 544 -211 H-E 167 0 Purlins I-E 544 -211 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 23.92 BC 105 0.00 23.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-8-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUSEECILIMI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEAN:17757/T27/COMN AnastasiaA9 Qty: 1 FROM: DRW: T16 Wgt:103.6Ibs ... / ... 12/09/15 5'11"12 I 11'11"8 I 17'11"4 I 23'11" 5'11"12 5'11"12 5'11"12 5'11"12 D 1114X5 12 4p ....2X4 C E.►3X3 co • iir 4X4 B F 4X4 1115X7(E5) I 1115X7(E5) A G T ow Er2 El Y fp Y • ch 10'1'2 =4X5 =3X4 =4X5 J I H 1 7'11"11 2'0"5 5'11'5 7'11"11 • 7'11"11 I 10' I 15'11"5 I 23'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.115 E 999 286 A 774 /912 /930 /- /104 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.177 0 999 286 G 774 /912 /930 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.070 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.074 F - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I 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: 0.647 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.736 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 2528-2582 D-E 1261 -1474 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 2247-2296 E-F 2171 -2216 Lumber Loading C-D 1340-1475 F-G 2451 -2502 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP#2 4535#( 189.62 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(Ibs) Bot p direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Webs s 2x4 S SP chord #2 connections are to be designed by Engineer of Record. Webs ##3 3 A-J 2259-2267 I-H 2531 -2369 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case 1: 4535 189.62 TC 0.00 23.92 J-I 2119-1956 H-G 2350 -2285 4535 412.27 BC 0.00 11.00 Lumber value set"13B"uses design values Case 2: 4535 189.62 TC 0.00 23.92 Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC 4535 412.27 BC 0.00 11.00 Webs Tens.Comp. Webs Tens. Comp. Case 3: 4535 189.62 TC 0.00 23.92 Plating Notes 4535 412.27 BC 0.00 11.00 C-J 218 -331 D-H 426 -233 Plates sized fora minimum of 4.00 sq.in./piece. Case 4: 4535 189.62 TC 0.00 23.92 J-D 426 -200 H-E 209 -331 4535 412.27 BC 0.00 11.00 Purlins Case 5: 2165 90.52 TC 0.00 23.92 In lieu of structural panels or rigid ceiling use purlins 2165 4 BC 1 292 Case 6: 2165 900.52.52 TC 0.00 0 23.92 to laterally brace chords as follows: 2165 412.38 BC 18.67 23.92 Chord Spacing(in oc) Start(ft) End(ft) Case 7: 2165 90.52 TC 0.00 23.92 TC 24 0.00 23.92 2165 412.38 BC 18.67 23.92 BC 42 0.00 23.92 Case 8: 2165 90.52 TC 0.00 23.92 Apply purlins to any chords above or below fillers 2165 412.38 BC 18.67 23.92 at 24"OC unless shown otherwise above. Drag Load for wind only. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s)of-912#MAX.(See Max Reactions table above)Requires uplift connection. The overall height of this truss excluding overhang is ' 4-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray OBECCEECCEI PE No.60839 PE No.58544 PE No 71457 ABCC94 Ply:1 SEQN:17849/T3/COMN AnastasiaA9 Qty: 1 FROM: DRW: T14 Wgt:133.0 lbs ... / ... 12/09/15 1'5"8 6'8"14 11'11"8 172"2 22'5"8 23'11" 1'5"8 f 5'3"6 I 5.2"10 I 5'2"10 5'3"6 1'5"8 Dm4X4 12 4 p 04X5 0.0 E$4X5 iii, v B s3X8 F 3X8 112X4A 0 G 113X3 ill 8� MIGg-W11 10'1"2•112X 4(-) M •4X5 w6X8 m 4X5 PA 112X4("") lII2X4 113X31 FF11 I-1' 1 21'11" j 1'-I 12"12 5'210 5'6"2 5'6"2 5710 17"12 11'2"121 6'5"6 I 11'11"8 17'5"10 I 22'8"4 123'11'{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.051 K 999 257 M 776 /117 /375 /- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.099 K 999 257 I 776 /117 1375 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.030 H - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 Bearings M&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.320 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.333 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 33 -110 D-E 430 -971 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 472-1218 E-F 472 -1218 Lumber C-D 430 -971 F-G 33 -110 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 p Webs 2x4 SP#3:W1,W11 2x10 SP#2: N-M 120 -32 K-J 1122 -402 :W2,W10 2x6 SP#2: M-L 268 -112 J-I 268 -98 Lumber value set"13B"uses design values L-K 1122 -402 I-H 120 -32 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) (")2 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning A-N 10 -24 K-E 144 -327 requirements. M-B 374 -749 E-J 87 -100 Plates sized for a minimum of 4.00 sq.injpiece. B-L 874 -300 J-F 874 -300 L-C 87 -100 F-I 374 -749 Purlins C-K 144 -327 G-H 10 -24 In lieu of structural panels or rigid ceiling use purlins D-K 324 -88 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 23.92 BC 120 0.00 23.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray MDMILIMEI PE No.60839 PE No 58544 PE No.71457 ABCC94 Ply:1 SEQN:178621 T13/SPEC AnastasiaA9 Qty: 1 FROM: DRW: T12 Wgt:232.4 lbs ... / ... 12/09/15 1'5" 6'814 11'11"8 16'71" 22'6"8 23' " 2T4" 32'6"4 37'7" 44'7" 1'5" 5'3"6 5'2"10 4'11"8 I 57"8 I1'0 8 3'9" I 5'2"4 I 5,0'.12 I 7' 12 pp 4 � w. X5 3X8 T4 T C \ T3 F r _-• 8 co A W I I =�X6(EL) c v 112X4 yy2g 93X8 (a) 43X4 �, 1071"2 W V U T S R 0 P O N M 112X4 w5X5 =4X10 I-1'1 21'8"4 1 21'912 i 11712 5710 I 5'6"2 I 4'0"8 ,1.2 59" I 4'9"6 11q• 4'2°12 , 47"8 I T1"12 9'212 6'5"6 11'11"8 16' 17 8 22'11"8 27'9" 8 " 32'9'12 37'5"4 44'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.160 N 999 261 V 514 /160 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.331 N 787 261 Q 3258 /1039 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 M - - L 1353 /411 /- /- I- /3.5 Des Ld: 32.00 EXP:C •HORZ(TL): 0.072 M - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 V Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.803 Q Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 L Min Brg Width Req= 1.6 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.828 Bearings V,Q,&L Fcperp=565psi. C&C Dist a:4.46 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.02F1.1028.19 Lumber Plating Notes A-B 33 -86 G-H 2240 -711 Value Set:13B(Effective 6/1/2013) All plates are 4X5 except as noted. C-D 3 -402 I -I 306 -1865 C-D 311 5 -402 I-J 848 -2865 Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: (")1 plate(s)require special positioning.Refer to D-E 316 -401 J-K 966 -3188 Bot chord 2x4 SP#2 scaled plate plot details for special positioning E-F 1093 -199 K-L 981 -3327 Webs 2x4 SP#3:W1 2x10 SP#2: requirements. F-G 2240 -711 :W2 2x6 SP#2: Plates sized for a minimum of 4.00 sq.in./piece. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Purlins Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins Bracing to laterally brace chords as follows: W-V 96 -17 Q-P 1091 -277 Chord Spacing(in oc) Start(ft) End(ft) V-U 184 -58 P-0 2829 -848 (a)Continuous lateral restraint equally spaced on TC 24 0.00 44.58 U-T 575 -175 0-N 2829 -848 member. BC 43 0.00 44.58 T-S 202-1054 N-M 2990 -892 Apply puffins to any chords above or below fillers S-R 202-1054 M-L 2965 -891 Special Loads at 24"OC unless shown otherwise above. R-Q 659-2107 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind TC-From 55 plf at 0.00 to 55 plf at 11.96 Maximum Web Forces Per Ply(Ibs) TC-From 55 plf at 11.96 to 55 plf at 16.92 Wind loads and reactions based on MWFRS. TC-From 55 plf at 16.92 to 55 plf at 23.58 Left cantilever is exposed to wind Webs Tens.Comp. Webs Tens. Comp. TC-From 27 plf at 23.58 to 27 plf at 37.58 A-W 14 -17 R-F 1637 -516 TC-From 55 plf at 37.58 to 55 plf at 44.58 Additional Notes V-B 194 -488 F-Q 488 -1249 BC-From 10 plf at 0.00 to 10 plf at 16.00 BC-From 10 plf at 16.00 to 10 plf at 23.52 The overall height of this truss excluding overhang is B-U 452 -114 Q-H 1146 -3574 BC-From 5 plf at 23.52 to 5 plf at 28.58 4-8-0. U-C 87 -19 H-P 1243 -272 BC-From 5 plf at 28.58 to 5 plf at 37.57 C-T 131 -400 P-I 624 -1939 BC-From 10 plf at 37.57 to 10 plf at 44.58 T-E 873 -260 I-N 375 0 TC- 176 lb Conc.Load at 23.52,25.52,27.52,29.52 D-T 169 -270 N-J 51 -223 31.52.33.52,35.52 E-R 273 -720 M-J 492 -14 TC- 263 lb Conc.Load at 37.57 BC- 99 lb Conc.Load at 23.52.25.52,27.52,29.52 31.52,33.52,35.52 BC- 434 lb Conc.Load at 37.57 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 ABCC94 Ply:1 SEQN:17772/T55/SPEC AnastasiaA9 Qty: 8 FROM: DRW: T10 Wgt:275.8 lbs ... / ... 12/09/15 8'0"2 I 13'8"8 I 19'17 ` 25'5"10 I 30'10.9 I 36'6"15 I 44'7" 8'0"2 5'8"6 5'4"14 6'4"3 F 5'4"15 5'8"7 8'0"1 ° X7 45X7 gm 12 9 04X8 D NX6SRSl uo (a) 12 4 6X6(SRS)C T m qq XS '`kv B .. Iv XT S(Et) J 44X5 1 . _ _ . 10 '1 2 112X4 °4X5 =" 8 •4X5 8 • 8 •4X5 1112X4 R Q P 0 N M L K 7'10"6 5'610 27" 3'17 677 312 271 5'611 7'10"5 1 7'10.6 I 13'5" I 16' 19'1"7 25'3"14 I 287" f 31'2"1 36'8"11 44'r 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.378 0 999 535 A 1649 /163 1737 /- /327 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.688 0 777 535 J 1643 /163 /737 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.132 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.241 K - - A Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:16.27 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.613 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.895 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1440-4025 F-G 931 -2201 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1430-3993 G-H 1103 -2977 Lumber Wind ' C-D 1103-2991 H-I 1430 -3977 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 937-2228 I-J 1440 -4009 member design. -F 816-1696 n E Top chord 2x4 SP#2:T1,T5 2x4 SP M-30: g 2 2x4 3 #2 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) We :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 11-8-2. A-R 3719-1281 N-M 2280 -650 Lumber value set 138"uses design values R-Q 3718-1283 M-L 2280 -650 approved 1/30/2013 by ALSC Q-P 2291 -650 L-K 3703 -1284 Bracing P-O 2291 -650 K-J 3703 -1281 (a)Continuous lateral restraint equally spaced on 0-N 1705 -360 member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. R-C 169 -8 N-F 932 -356 C-Q 716-1606 N-G 481 -969 Purlins Q-D 906 -319 G-L 907 -317 In lieu of structural panels or rigid ceiling use puffins D-0 482 -969 L-H 716 -1601 to laterally brace chords as follows: E-0 967 -347 H-K 168 -8 Chord Spacing(in oc) Start(ft) End(ft) E-N 211 -249 TC 24 0.00 44.58 BC 116 0.00 44.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECECIIMI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17787/T15/SPEC AnastasiaA9 Qty: 5 FROM: DRW: T08 Wgt:306.6 lbs ... / ... 12/09/15 I 8'0"2 { 13'8"8 I 191"7 j 24'1"12 125'5"10 31'0"5 I 36'6•'15 I 44'7" 8'0"2 5'9'6 5'4"14 5'0"5 11'314 5'611 5'6"11 871 F a6X8 _ a X7 1124 C' .c . Al? 12 9 04X8 D H 113X3 (a)(a) 4 12 i5x7($RS) (a) W' I T R5X7(SRS) �. 1n 3X4 `=6X12 + �3X8(ES) tr'Lsx&E5 f63 r44.4 .,... �SXS r�'� � aL 11'1 2 1 _ _ •_ n ��r urr2 a a J 8 0•. �P : �0• M.-,�.;• :. W V U aT S N 1 24'5"4 1 20'1"12 -I 7'10"6 1 21"11 I 58 I 52 1 I 6'813 I 33 3 I 26"51 43 1 35"8 7'10'5 10 3,5" 191"7 24'3"8 31'0"5 34'3"8 351 41'1"8 44'T' Loading Criteria(psf) Wind Criteria j 135 (Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.176 J 999 288 A 740 /241 /351 /- /327 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.359 J 688 288 R 2176 /454 /838 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.126 Q - - L 507 /206 /339 I- I- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.232 Q - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.27 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: 0.812 R Min Brg Width Req= 2.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999 L Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.815 Bearings A,R,&L Fcperp=565psi. Spacing:24.0" P C&C Dist a:4.46 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Loading A-B 976-1886 G-H 534 -378 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom C-D C 424-1847 H-I 304 347 Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide C-D 424 -847 I-J 702 -1143 P clearance. D-E 333 -315 J-K 545 -932 Bot chord 2x4 SP#2 E-F 382 -1 K-L 580 -961 Webs 2x4 SP#3:W7 2x4 SP M-30: :W142x8SP#2: Additional Notes F-G 405 0 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 11-8-2. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-W 1362 -540 R-0 235 -298 Bracing W-V 1358 -541 Q-P 1031 -569 V-U 1358 -541 P-O 1031 -569 (a)Continuous lateral restraint equally spaced on U-T 579 -243 0-M 2419 -1354 member. T-S 206 -179 N-L 852 -471 Plating Notes Maximum Web Forces Per Ply(Ibs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Camp. Plates sized for a minimum of 4.00 sq.in./piece. W-C 216 0 R-G 208 -784 Purlins C-U 488 -875 G-Q 934 541 In lieu of structural panels or rigid ceiling use purlins U-D 539 -199 Q-H 332 -362 to laterally brace chords as follows: 0-T 386 -672 Q-I 575 -893 Chord Spacing(in oc) Start(ft) End(ft) E-T 728 -291 I-0 264 -71 TC 24 0.00 44.58 E.S 316-1056 0-J 781 -1369 BC 75 0.00 24.00 S-R 994 -261 J-M 191 -259 BC 72 24.01 41.26 F-R 188 -308 M-N 129 -55 BC 38 41.43 44.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 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 ABCC94 Ply:1 SEQN:17789/T33/SPEC AnastasiaA9 Qty: 2 FROM: DRW: T06 Wgt:275.8 lbs .. / ... 12/09/15 8'0"2 1313"8 19'1"7 25'5'10 30'105 36615 44'7" 8'0'2 I 5'8"6 I 5'4"14 I 6'4"3 I 5'4"15 5,8,7 I 8'0"1 _ aX7 at "7 ,a t 12 9 4X8 G 14X8 PI (a) io (a)I 4 p C (a) 446X6(SRS) T ‘5X7(SRS) H M g <114X8rE5)Id I I3 J�F,S i, A `_ _ .. � 4 _ 1 1°°r _ �' 10'1"2 12X4 w4X5 sal 8 m.X5 =6X; a 8 =4X5 12X4 R 0 P 0 N M L K j 258"4 1 18'9"12 1 F 710"6 I 5'6"10 I 2'7" I 3'17 I 6'4"1 I 3'1"8 I 2'7"1 5'6"11 I T10"5 I 710"6 13'5" 16' 191"7 25'5"8 287" 31'2"1 36'8"11 44'7" Loading Criteria(psi') Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL): 0.117 I 999 305 A 655 /182 /340 !- 1327 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.247 I 928 305 N 2053 1626 1927 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 B - - J 409 /114 /239 /- /- 13.5 Des Ld: 32.00 EXP:C HORZ(TL):0.094 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.27 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: 0.802 N Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.510 J Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.918 Bearings A,N,&J Fcperp=565psi. ri Spang:24.0" P C&C Dist a:4.46 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 1410-1981 F-G 759 -136 Value Set:13B(Effective 6!1/2013) B-C 728-1255 G-H 414 -89 C-D 372 -643 H-I 308 -576 Top chord 2x4 SP#2 D-E 217 -174 I-J 1563 -1785 Bot chord 2x4 SP#2 E-F 545 -16 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-R 1141 -601 N-M 314 -313 Bracing R-Q 1137 -602 M-L 314 -313 Q-P 421 -246 L-K 498 -212 (a)Continuous lateral restraint equally spaced on P-0 421 -246 K-J 503 -209 member. 0-N 332 -236 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 R-C 218 0 N-F 277 -712 In lieu of structural panels or rigid ceiling use purlins C-Q 694 -806 N-G 452 -530 to laterally brace chords as follows: Q-D 438 -299 G-L 333 -234 Chord Spacing(in oc) Start(ft) End(ft) D-0 506 -616 L-H 572 -608 TC 24 0.00 44.58 E-0 550 -365 H-K 235 0 BC 75 0.00 44.58 Apply purlins to any chords above or below fillers E-N 515-1005 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 11-8-2. 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 fACP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEIZOWCWOZI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17745/T50/MONO AnastasiaA9 Qty: 1 FROM: DRW: T04 Wgt:35.0 lbs ... / ... 12/09/15 c 4'4"8 7' I I 4"8 I 2 7"8 { 1112X40 12 4 j s4X5 C � N 0 o 0-3X4 B III3X8(E5 N A.r ■ I i . ■ . 10'1"2 � F =4X5E li 4'1"12 III$X4 2'9"4--I 4'2"12 j 2'9"4 ,i F 4'2"12 7' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 B 999 240 A 120 /43 1- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.033 B 999 180 F 542 /162 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - E 374 /125 /- /- /- /- Des Ld: 32.00 EXP:C HORZ(TL):0.014 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.229 F Min Brg Width Req= 1.5 Soffit: 2.00 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Bearings A&F Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.111 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A_ B 321 67 C 321 D 19 -42 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-0-2. 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= 1.500' A-F 68 -32 F-E 78 -36 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F-C 78 -159 D-E 21 -59 TC-From 55 plf at 0.00 to 55 plf at 7.00 C-E 40 -83 BC-From 10 plf at 0.00 to 10 plf at 7.00 BC- 580 lb Conc.Load at 5.73 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 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 CLIELECIErffil PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17739/T1/COMN AnastasiaA9 Qty:4 FROM: DRW: T02 Wgt:64.4 lbs / ... 12/09/15 i 8'11"8 17'11" I 8'11"8 I 8'11"8 12 C. 6X6(R1) 4 p io m 5E 3X4 B D=,---.3X4 1113X�8(E5) ,00 E lll3X8(E5)■ 11 III 10'1"2 5X5 IIII 811"8 8'11"8 I- 8'11"8 I 17'11" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.112 D 999 240 A 580 /182 /261 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 D 720 214 E 580 /182 1 261 I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.119 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCOL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.619 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.707 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.503 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 1113-1672 C-D 439 -1036 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 439-1036 D-E 1113 -1672 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 A-F 934 -343 F-E 934 -343 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Webs Tens.Comp. Lumber value set"138"uses design values approved 1/30/2013 by ALSC C-F 289 0 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 17.92 BC 120 0.00 17.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC94 Ply:1 SEQN:17866/T30/SPEC AnastasiaA9 Qty: 21 FROM: DRW: PB01 Wgt:21.0 lbs ... / ... 12/09/15 713 3'1"12 5'7"11 6'3"9 1 7"131 2'S"15 I 2'5"15 I T131 C=4X4 T T 9 12 V is,B D ■ � le 0.11,4 rao:412 1112X4 T'13 13 j 4'11°14 !7"1; 7"13 2'5"15 75"15 7'13 17"131 31"12 1 5711 I 9I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 F 999 240 A -18 /58 /55 /- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 F 999 180 B* 85 /221 /216 I- I- /59.9 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 F - - E -18 /18 /21 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.97 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: 0.112 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.075 E Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.012 Beatings A,B,&E are a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 92 -86 C-D 84 -85 Value Set:13B(Effective 6/1/2013) B C 84 85 D-E 27 16 Top chord 2x4 SP#3 Maximum Bot Chord Forces Per P Bot chord 2x4 SP#3 Ply 1 Ibs 1 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 39 -16 F-D 39 -16 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 3X4(A1)except as noted. Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. F-C 6 60 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 0.24 6.11 BC 56 0.83 5.52 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-4-9. NOTES: , 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC94 Ply:1 SEON:17729/T11/JACK • AnastasiaA9 Oty: 9 FROM: DRW: J06 Wgt:15.4 lbs .. / ... 12/09/15 12 4 C A 11'9"12 3X48 III3X8(E5 N AI co 10'1"2 4' r 4' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RI__ /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 130 /29 /67 /- /47 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 57 /- /23 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 B - - C 102 /57 /51 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.020 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.392 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.210 C Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.134 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 312 -365 B-C 35 -46 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.00 BC 48 0.00 4.00 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 2-0-2. • 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 ficlitious 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 ABCC94 Ply:1 SEAN:17727/739/JACK • AnastasiaA9 Qty:4 FROM: DRW: J05 Wgt:9.8 lbs ... / ... 12/09/15 12 4 L C 11'1"12 1113X8(E5 ++:0- T N A 10'1"2 ►� D 2' 2' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 65 /12 /33 /- /23 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 28 /- /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 B - - C 53 /31 /27 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.002 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.162 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.045 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.017 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:15.01.02F1.1028.19 Lumber A-B 34 -52 B-C 20 -41 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bat chord 2x4 SP#3 p :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.00 BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei:7E;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC94 Ply:1 SEQN:17709/TO/EJAC • AnastasiaA9 Qty: 3 FROM: DRW: J04 Wgt:23.8 lbs .. / ... 12/09/15 C 4 12 t_HEID1_12'9"1 N 3X46 "' III3X8(A E5 co ►� 10'1"2 tt_� 7, Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /RW /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 227 /54 /119 /- /82 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 99 /- /41 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - C 176 /96 /88 I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.095 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.744 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.436 C Min Brg Width Req= - Spacing:24.0'' MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.445 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCp:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber A-B 1111 -1210 B-C 59 -70 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-2. 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 ABCC94 Ply:1 SEQN:17707/T42/JACK AnastasiaA9 Qty:4 FROM: DRW: J03 Wgt:18.2 lbs ... / ... 12/09/15 12 C 4 11 12'1"12 (V 0 3X4 g CV 1113X8(E5 Iiii `V, A• zo 11 �� 101.,2 ►=∎ ►=� D 5' I- 5' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P1 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 162 /37 /84 /- /58 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 71 /- /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - C 126 /70 /63 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.039 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.344 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.223 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 544 -612 B-C 43 -55 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-4-2. 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 liginitEDETI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEAN:17705/T40/JACK AnastasiaA9 Oty:4 FROM: DRW: J02 Wgt:12.6 lbs .. / ... 12/09/15 12 4 L C • 11'5"12 3X4 g N 1113X8(E5 0 Co A . N IIIIII IN �� 10'1"2 ii D 3' k 3' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 97 /20 /50 /- /35 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 42 /- /17 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - C 78 /44 /39 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.008 B - - Wind reactions based on MWFRS Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 SCBCLL: 10.00 g Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.249 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.112 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.058 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A B 129 -169 B-C 28 36 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-2. 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 epE 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 IHNEEIMI PE No 60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17703/T18/JACK AnastasiaA9 Qty: 4 FROM: DRW: J01 Wgt:7.0 lbs ... / ... 12/09/15 12 4 L 3X36 ' III3X8(E5 11 A „ 10'9"12 A '1 o \J N .� II_A „ 10'1"2 _ C \I 1' 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 toc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 32 /4 /16 /- /11 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 28 /17 /14 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.039 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.010 B Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.004 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. Wind Duration:1.60 WAVE VIEW Ver..15.01.02F1.1028.19 Lumber A-B 16 -29 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 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.079' A-C 1 -2 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-0-2. 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 EEMZEHMEI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17725/T24/HIP_ AnastasiaA9 Qty: 2 FROM: DRW: HJ01A Wgt:43.4 lbs ... / ... 12/09/15 5'0"6 I 9'9"5 I 5'0"6 4'8"14 12 D 2.83 Q 12'9"7 \\14X5 C in 5X5(E1 '3X4 B � , T A ii 1 - W. 10'1'2 =3X4E 4'10"10 1112X4 4'8"10 z. I 4'10"10 I 9'7"59"5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 F 999 240 A 320 /88 I- 1- I- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 F 999 180 E 335 /73 /- 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 E - - D 88 /40 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.013 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.596 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.466 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 253 -909 C-D 21 -40 B-C 244 -894 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-11-13. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.755' A-F 866 -239 F-E 857 -243 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) F-C 148 0 C-E 253 -892 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- 51 lb Conc.Load at 1.46 TC- 155 lb Conc.Load at 4.29 TC- 253 lb Conc.Load at 7.12 BC- 18 lb Conc.Load at 1.46 BC- 85 lb Conc.Load at 4.29 BC- 142 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) Stan(ft) End(ft) TC 24 0.00 9.77 BC 117 0.00 9.77 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMINEEMaril PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:17874/T12/GABL AnastasiaA9 Qty: 1 FROM: DRW: GE02 Wgt:525.0 lbs Page 2 of 2 ... / ... 12/09/15 AW-AV 279 -285 AH-AG 879 -555 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. BG-F 348 -345 Q-CF 100 -160 F-BK 600 -687 CF-R 328 -148 BL-BM 594 -6% CF-CM 125 -176 BN-BO 599 -705 AV-CG 535 -1142 BO-BP 621 -727 CH-CK 639 -296 BP-BD 600 -691 CI-CJ 541 -1150 BD-K 396 -297 CK-CN 639 -296 K-BQ 478 -617 CL-CN 552 -1169 BR-BS 458 -583 R-CM 52 -455 BT-BU 467 -591 CM-CN 55 -458 BV-BW 490 -627 CN-AS 557 -440 BW-AY 478 -614 AS-CO 474 -608 P-BX 46 -402 CO-CP 467 -590 P-CF 253 -159 CQ-CR 457 -574 AY-BY 503 -393 CS-CT 445 -560 BX-BY 48 -404 CU-W 462 -591 BX-CF 181 -123 W-AN 384 -292 BY-BZ 521 -1119 AN-CV 588 -668 BY-CB 639 -296 CV-CW 608 -700 BZ-CA 529-1136 CW-CX 585 -678 CB-CE 639 -296 CY-CZ 581 -669 CC-CD 523-1125 DA-AB 588 -664 CD-AV 520-1127 AB-AK 371 -354 CE-CH 639 -296 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. C-BJ 140 -63 CG-AU 10 -21 D-BI 20 -20 CH-CI 2 -13 E-BH 158 -116 CJ-AT 22 -35 G-BK 112 -105 CK-CL 23 -10 BF-BL 152 -122 S-CO 23 -23 H-BM 78 -67 CP-AR 65 -51 BE-BN 74 -54 T-CO 76 -63 I-80 46 -44 CR-AP 37 -25 J-BP 73 -44 U-CS 51 -42 BQ-L 86 -54 CT-AO 43 -29 BC-BR 47 -31 V-CU 77 -48 BS-M 52 -42 CV-X 66 -40 BB-BT 40 -32 CW-Y 45 -44 BU-N 79 -68 CX-AM 73 -52 AZ-BV 53 -32 CY-Z 77 -66 BW-0 23 -15 CZ-AL 155 -131 AX-BZ 43 -16 DA-AA 112 -106 CA-CB 12 -4 AJ-AC 164 -128 AW-CC 15 -12 Al-AD 22 -21 CD-CE 0 -9 AH-AE 140 -65 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 OEMZICIMI PE No.60839 PE No.58544 PE No.71457 ABCC94 Ply:1 SEQN:177931 T56/GABL AnastasiaA9 Qty: 1 FROM: DRW: GE01 Wgt:525.0 Ibs Page 2 of 2 ... / ... 12/09/15 AY-AX 501 -190 AJ-Al 1095 -707 AX-AW 501 -190 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. BH-F 125 -250 R-CJ 89 -138 F-BL 697 -883 CJ-CN 727 -363 BM-BN 710 -929 CJ-CR 218 -478 BO-BP 713 -935 CK-CL 271 -598 BP-BQ 736 -957 CM-CS 239 -109 BQ-BE 705 -909 CN-CO 744 -376 BE-K 514 -354 CO-CP 250 -567 K-BR 563 -769 CP-AU 262 -582 BS-BT 533 -720 CQ-T 731 -368 BU-BV 538 -724 CR-CT 220 -480 BW-BX 574 -774 CS-CU 238 -108 BX-AZ 563 -764 T-CT 0 -352 P-BY 310 -256 AU-CV 515 -615 P-CB 94 -345 CT-CU 10 -392 AZ-BZ 537 -376 CU-AU 0 -360 BY-BZ 285 -246 CV-CW 475 -564 BY-CA 450 -200 CX-CY 485 -593 BZ-CC 244 -539 CZ-DA 467 -566 BZ-CF 239 -109 DB-Y 488 -592 CA-CJ 452 -201 Y-AP 429 -316 CB-CE 90 -334 AP-DC 633 -746 CC-CD 273 -594 DC-DD 654 -771 CE-CJ 98 -352 OD-DE 631 -749 CF-CI 240 -109 DF-DG 627 -741 CG-CH 266 -585 DH-AD 627 -726 CI-CM 240 -109 AD-AM 308 -307 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. C-BK 132 -45 AW-CK 40 -5 D-BJ 22 -21 CL-CM 15 -32 E-BI 105 -6 S-CN 34 -50 G-BL 109 -96 AV-CO 50 -83 BG-BM 112 -26 CP-CS 22 -25 H-BN 82 -75 CQ-CR 22 -38 BF-BO 81 -68 U-CV 50 -65 I-BP 46 -45 CW-AT 102 -130 J-BQ 99 -62 V-CX 88 -91 BR-L 113 -73 CY-AR 28 -11 BD-BS 57 -39 W-CZ 49 -39 BT-M 52 -41 DA-AQ 37 -28 BC-BU 47 -39 X-DB 69 -52 BV-N 78 -74 DC-Z 57 -42 BA-BW 34 -17 DD-AA 45 -44 BX-0 16 -14 DE-AO 76 -57 AY-CC 90 -49 DF-AB 79 -69 CA-CB 10 -29 DG-AN 135 -103 CD-CF 32 -11 DH-AC 110 -102 CE-Q 21 -50 AL-AE 143 -94 AX-CG 22 0 AK-AF 14 -15 CH-CI 19 0 AJ-AG 136 -60 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 eFswE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 -I D xv T X —1 A2 ZmJDOrI 4,, 7J r z -i �i) L7 m cn z D ,Zmj D 0 0 1�1�-�. Z; mcnm � cnz 10 N = z� > 77 E !n =O W .. ■�� rn 01 C .. ■�� m� Z p m 0 C D m" ;1��■��.� cn 1•0.�■��.. - ° 0 = 000 ? ppcn ///� OCn N mao0 cn 0 Ti ,� OD - ,� _ -i 3 cn0 zC = z D � 00 _< No � K � m Wm C° r D ( Z W H Q _-< m co 0 ° o m ffl n m m P-> 0 :(7 Z < -4 ± c % / C mm mcn mmm Z Ax 0 :U �7x m _ m pZ =+ Z mZm 1'�-1 - N �0 O D - p7 x N 0 0 07 E cn -i m r� m m D d7 mC r n m x5 � � -6 = C m OO (� �_ W 0 m m m 0 m D CO 0 • C) D • Z 0 x p A � D -I 1'�—li • O --i i, Q CO 60 z ° ` 0 D O z D Ili,o � D OZO Dm = -H fll m Q 0o Z 2 0 � ' Z W H 10 m z H_ ° D / Q fil 0 m m mz zw -ism / m = m �J H Q c 33 (n - = co -Z4 n . A. 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WCHO 0 0 §pmmwm 1 cc m s � p � y -I - --� OC� zm 7) �' mmDOZ ccnn s mU' � � oo �25 c � � DO C/) U)w � p � � m m m co sil 0 m = � mlp � 'p O �.► NO O v, mDnxi � Z Z Z Z m z 0 v N O 'N O 2 z m (f) 0 'CD — D PH = r, W C N D C DN ry 71, m < cn 4" <, � 0.— w H z w —I z m p - m p 0 x mN x mry ry p cn N p Cn m W ^ _ H ^ _ n r D p _ D 0 m -{ - m o m rn 0 rn 0 - z � mz " > oo � m O D O ,- Ti O r r °o 6 mn n mn 0 - m * m X c z m m 0 0o co -< 0 4- Job#ABCC94 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 7 23'11"00 T17 COMN 4.00/12 Pitch 1 -Ply 1 1131.13 423.00 2 1131.13 423.00 1 2311"00 T18 HIPS 4.00/12 Pitch 1 -Ply 1 774.39 247.00 2 774.39 247.00 1 23'11"00 T19 HIPS 4.00/12 Pitch 1-Ply 1 1502.40 488.00 2 1501.02 487.00 2 15'00"06 V01 VAL 9.00/12 Pitch 1 -Ply 1 911.27 240.00 2 13'03"01 V02 VAL 9.00/12 Pitch 1 -Ply 1 887.78 228.00 2 11'05"11 V03 VAL 9.00/12 Pitch 1 -Ply 1 767.78 195.00 2 09'08"06 VO4 VAL 9.00/12 Pitch 1-Ply 1 647.78 161.00 Total of Trusses 139 Maximun Height 11'08"02 Page 3 of 3 Job#ABCC94 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 44'07"00 GE01 GABL 4.00/12 Pitch 1 -Ply 1 885.91 256.00 2 1458.23 411.00 3 633.48 193.00 1 44'07"00 GE02 GABL 4.00/12 Pitch 1 -Ply 1 588.38 162.00 2 1943.67 546.00 3 550.08 152.00 2 09'09"05 HJO1 HIP_JACK 2.83/12 Pitch 1 -Ply 1 332.33 86.00 2 337.31 73.00 3 87.47 41.00 2 09'09"05 HJO1A HIP_JACK 2.83/12 Pitch 1 -Ply 1 320.30 89.00 2 334.88 74.00 3 87.80 41.00 2 05'06"06 HJO2 JACK 2.83/12 Pitch 1 -Ply 1 256.34 85.00 2 78.23 0.00 3 192.06 94.00 4 01'00"00 J01 JACK 4.00/12 Pitch 1-Ply 1 32.38 4.00 2 13.80 0.00 3 27.59 18.00 4 01'00"00 JO1A JACK 4.00/12 Pitch 1 -Ply 1 42.01 4.00 2 8.84 0.00 3 25.49 18.00 4 03'00"00 J02 JACK 4.00/12 Pitch 1 -Ply 1 97.14 21.00 2 42.43 0.00 3 77.73 45.00 4 03'00"00 JO2A JACK 4.00/12 Pitch 1 -Ply 1 97.14 21.00 2 42.43 0.00 3 77.73 45.00 4 05'00"00 J03 JACK 4.00/12 Pitch 1 -Ply 1 161.90 38.00 ;,-;'t 2 70.98 0.00 3 126.47 70.00 4 05'00"00 JO3A JACK 4.00/12 Pitch 1 -Ply 1 161.90 38.00 2 70.98 0.00 3 126.47 70.00 3 07'00"00 J04 EJACK 4.00/12 Pitch 1 -Ply 1 226.65 54.00 2 99.49 0.00 3 175.53 96.00 15 07'00"00 JO4A EJACK 4.00/12 Pitch 1 -Ply 1 226.65 54.00 2 99.49 0.00 3 175.53 96.00 4 02'00"00 J05 JACK 4.00/12 Pitch 1 -Ply 1 64.76 13.00 2 28.05 0.00 3 53.35 32.00 1 07'00"00 JO5A EJACK 4.00/12 Pitch 1 -Ply 1 145.02 5.00 2 369.70 78.00 3 -24.64 14.00 4 -70.88 23.00 9 04'00"00 J06 JACK 4.00/12 Pitch 1-Ply 1 129.51 29.00 2 56.73 0.00 3 102.09 57.00 2 07'00"00 JO6A EJACK 4.00/12 Pitch 1 -Ply 1 119.63 0.00 Page 1 of 3