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967 CAMELIS ST - TRUSSES BUILDER: CAROLINA LUMBER SUBDIVISION: ATLANTICBEACH, FL LOT NUMBER: ..._ _ 967 CAMELIA STREET Fed /� MODEL: MODEL " DESIGNED/CHECKED: JG 41) I 15' I 2' I— —I - GE03 � TrueHouse (OW N N N 1125 t W . V Lo P. f- O H O ' 0 R T06 __ t . _ 1...i' • f.Il r-10�T ,r T r' ,4 '''_' ,.1 If'/\ :J O . O O CJ O H H F H H L APE)( r I 7 1 This drawing is not sufficient • 7 alone for installation. Additional instructions . . accompanying this drawing, " 1;. , including BCSI-B1,should be used in conjunction with the architectural and structural plans during installation. If . BCSI-B1 has not been shipped to the site with the . components shown on this page, please contact Apex w Technology for a free copy. .'-,- J Permanent bracing for the D 7 D - a building, including bracing to ' �<x<� ^< ��• _ „= "-"_ Al"- "_ resist wind,seismic,or other TO8 GEos— rl P_. Y-<-. ,,.,. .., "'/ lateral forces,and permanent bracing for all structural — % GE04_ it ti < ..< P+.�. .•y AF Y_<.. . ., r_ _ elements, is the responsibility of the Engineer of Record for the structure or the building 1 7'1.'8 I '' C'8 1 14'4 I designer, per ANSI/TPI 1- 201' -pter 2. 294 I .� %slim 1 . D N • IN. ,k c . • • N' • A APR 1 0 2016 - • :ar • J _ • r • • :WT 1.0 . i 0•,• . 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 psi n/02/2016 I 5'5"8 111'6-8 EN-1 n co o 0 w w 0 F- 1- F- F- 1- I- F 0 - I I II I I p I , ,.-.., , z , 4, I , - , e , r, , o r ,I v v v v v oti.4 A LL LL LL LL LL LL LL 44 v 7+,* ,„, r A , N , q , ,I, 0 w LL C 0 cJ 0 LL J 9 0 r 1 PLY 2x f,EDGE;2 LL LL N, — 0 w IL LL LL LL LL LL LL 0 4 LL 0 r ,n • . 1 . . • `m• _ _I_r;_ iv y_I_ry_ILN__ry_1_ry_I_N-1-N_g-''-i-N I-N I ry I-ry I iy-r_ 9° J a, -• • ` ` o M 7 N- w I e j 7 I 1 1II111Cda L I ` F17 • f • u 2' I uuucec _ t , , , op _ . 1,_ 2 I r 1 0D2 F09 15'8 ' If • • L-' 1.4141icea4 LLa . 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I APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA f Carolina Lumber Site Information Information 967 Camelia St. , Duval Structural Engineer of Record RI 1 COPY (911H) -.....- WIND LOADING (Cd=1.6) MWFRS Truel-louse 130 MPH (3 second gust)\ASCE 7-10 Enclosed Structure(0.18) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) Exposure C TCLL 20 psf TCLL 40 psf Occupancy Category II(Res) TCDL 07 psf TCDL 10 psf FBC2014 Residential/TPI-2007 BCLL 00 psf+ NCLL 10 psf BCLL 00 psf Design Program: ITW VIEW v1.00.00 BCDL 05 psf BCDL 05 psf ECEIIVE---\\ This Package inlcudes 48 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO ID TRS ID DATE _ 1 63122 F01 3/2/2016 31 63122 GE05 3/2/2016 APR 1 9 2016 2 63122 F02 3/2/2016 32 63122 GE06 3/2/2016 ....:9 3 63122 F03 3/2/2016 33 63122 GE07 3/2/2016 • 4 63122 F04 3/2/2016 34 63122 GE08 3/2/2016 5 63122 F05 3/2/2016 35 63122 GE09 3/2/2016 6 63122 F07 3/2/2016 36 63122 101 3/2/2016 7 63122 F08 3/2/2016 37 63122 102 3/2/2016 8 63122 F09 3/2/2016 38 63122 103 3/2/2016 9 63122 F10 3/2/2016 39 63122 104 3/2/2016 ,401111111111/11%, 10 63122 F11 3/2/2016 40 63122 T05 3/2/2016 N9. ,*\Gs;• , ..r„, . . . s 11 63122 F12 3/2/2016 41 63122 T06 3/2/2016 • EN (0i :--,., %ti 12 63122 F13 3/2/2016 42 63122 T07 3/2/2016 :....-`.Z. . N' 13 63122 F14 3/2/2016 43 63122 T08 3/2/2016 •zs--' '• • .7-,:_,..... \ gc . No. 24255 • -:----• 14 63122 F15 3/2/2016 44 63122 T09 3/2/2016 = . * :. = 15 63122 F16 3/2/2016 45 63122 110 3/2/2016 IS..,A,' STATE OF . 16 63122 F17 3/2/2016 46 63122 111 3/2/2016 -...s..." .. •), • 17 63122 F18 3/2/2016 47 63122 T12 3/2/2016 ' •0 -• Ps. i'PO 4 1 7-0 1110 • 14:5.i ...Z. 18 63122 FG01 3/2/2016 48 63122 113 3/2/2016 • • , ss 19 63122 FG02 3/2/2016 l'.ktega: 72.".riw' • - . - //// 20 63122 FG03 3/2/2016 ;-rt,::67,Tvr,n TATE...,-QTDi 21 63122 FGE01 3/2/2016 iOF -'.,k..2.4.N" ..L./. N j,L.-./..1‘. %–s".ii. . ---....._..a.—/..........,......—:..=...:_—_—_—....—.. --.—..........--.. 22 63122 FGE02 3/2/2016 4 23 63122 FGE03 3/2/2016 , ANCHOR EN,GINE,ERING 24 63122 FGE04 3/2/2016 , k3I FLOiiitJA, INC. II 25 63122 FGE05 3/2/2016 - . i.1 0 n 0..11 s T. !O H N S AVE. q -. t! ; 26 63122 FGE06 _3/2/2016 '. • jA C K S Cffrvi i L L E., FL. 3 2 2 05 27 63122 GE01 3/2/2016 • 28 63122 GE02 3/2/2016 0%! . "1 Sii•-1 29 63122 GE03 3/2/2016 ...',Q•v".• ,,44.4..-, 30 63122 GE04 3/2/20161 4:"s(„,,.*, N S % .. \e' .'"7 • ii. • N, 71457 •°. ,..1;.> Apex Technology is a ficticious name owned by lax Apex Technology,Inc.,a Florida Corporation. Floc ' .., •.*, : . ig*/\ Engneer Business No.7547-4745 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)821'15200, . It The seal on this index sheet indicates acceptance of professional engineering responsibility solely fa the ' ... -. Truss Design Drawings listed above and attached. The suitability and use of each drawing for any - AT 1 • F :4.1 particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 ":"..; 'O ., -- Y- : APE)( .„-0 , ,<, , , -. • o...-,.... ..,-.- With my seal affixed to this sheet.I hereby certify that this serves as an index sheet in conformance wit..., ,k•,,7,.,.-.......• v.\ .4". Rule 61615-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engneers ' • -' <ii.s•N 0 •i• ,,, ,,1\13191.:6. ot-I .• . Job#63122 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 02'00"00 FG01 FLAT 0.00/12 Pitch 2-Ply 1 199.00 21.00 2 199.00 22.00 1 21'11"04 FG02 MONO 0.00/12 Pitch 2-Ply 1 -1126.52 294.00 2 1205.28 133.00 3 2912.13 296.00 4 1522.18 161.00 1 21'09"00 FG03 FLAT 0.00/12 Pitch 2-Ply 1 7809.85 1201.00 2 8054.18 1281.00 1 29'09"00 GE01 GABL 6.00/12 Pitch 1-Ply 1 286.01 94.00 2 1872.17 899.00 1 29'09"00 GE02 GABL 6.00/12 Pitch 1-Ply 1 2032.50 911.00 1 12'00"00 GE03 GABL 0.00/12 Pitch 1-Ply 1 731.36 296.00 2 263.83 107.00 1 14'04"00 GE04 GABL 0.00/12 Pitch 1-Ply 1 272.77 105.00 2 890.18 369.00 1 22'02"08 GE05 GABL 0.00/12 Pitch 1 -Ply 1 363.21 88.00 2 330.21 243.00 3 442.70 144.00 4 592.53 248.00 1 11'09"08 GE06 GABL 6.00/12 Pitch 1-Ply 1 209.75 58.00 2 760.89 195.00 1 07'06"00 GE07 GABL 3.00/12 Pitch 1 -Ply 1 370.87 145.00 2 254.97 71.00 1 03'00"00 GE08 GABL 3.00/12 Pitch 1-Ply 1 271.36 100.00 1 21'09"00 GE09 GABL 0.00/12 Pitch 1-Ply 1 1347.43 415.00 2 280.87 69.00 3 29'09"00 T01 COMN 6.00/12 Pitch 1-Ply 1 1152.03 500.00 2 1152.55 500.00 4 29'09"00 T02 COMN 6.00/12 Pitch 1 -Ply 1 1152.78 502.00 2 1069.42 458.00 6 29'09"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 1069.65 467.00 2 1070.18 467.00 1 29'09"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 1069.65 467.00 2 1070.18 467.00 1 12'00"00 T05 COMN 6.00/12 Pitch 1 -Ply 1 479.64 203.00 2 479.64 203.00 1 12'00"00 TO6 COMN 6.00/12 Pitch 1 -Ply 1 393.91 169.00 2 393.91 169.00 1 12'00"00 T07 COMN 6.00/12 Pitch 1 -Ply 1 3900.23 1737.00 2 3245.50 1452.00 1 22'02"08 T08 COMN 0.00/12 Pitch 2-Ply 1 6878.43 3058.00 2 6237.48 2800.00 1 1108"00 T09 COMN 6.00/12 Pitch 1 -Ply 1 468.86 143.00 2 382.97 113.00 1 07'00"00 T10 SPEC 6.00/12 Pitch 1-Ply 1 324.34 85.00 2 232.48 81.00 7 07'04"08 T11 MONO 3.00/12 Pitch 1 -Ply 1 329.23 111.00 2 240.18 85.00 Page 1 of 3 -I> xv ccm,m0 0 m co -,1 m O) 7 01 "13 A p (/) N CO x mm -, ,,co?.. 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REFER TO PLACEMENT PLAN oD FOR NO OF PLIES m> \m om Ai n11 z V KO o° JACK < > m z xp m> O m 2 ZO OA O> > ACK 00 2 m N O (7,; m O--J m Z 0m JACK '` 2 2 Z oK D D D D D z \ ZOZ =A A� n y0 C y,„ 74 1 CO m CS N � Cn CD 0 Z3 � co (---)-7:-; zo G) i--.--- mk0 =" nn =, <z p moo 7) cnm71 � � � ✓O m p 000 _ � CnpX x` 7J nw 0ZOC) W Conal O = r �l O _ Cn O =ZT ZH WCnZZH CnOz —I o" mm OD � mO D nm0 ON 0m m 7) O m `a � z mzniz m � --I-IZ D p r n D Z p D li g ti OCrn > CcOU) H H . CP (� zO � p© Dzz(L� H 0HDT1 —I r -1D —I it 0 13 � -I -‹ 0O — � � 0 -0 � mcrn � GA Po z0 ):) szo mzH90 WI m > CmCO OHO O� r �10 730H —I (n m C— —I D C H m > Z 0 0 0 z = 0 C> D 0 = r n z z D O 0 p = M m m 0 D m 0 Xr -I • _m mm zx mm 53 Dp �r 00 20 n{ ZN 'i")2 C) 2 m-1 0=1 20 m x 0 n) D rn co z m o t� Z Oz N n m m CP -< D m-, C -< -0 co ox. 70 0) co 2 x D �' O p v0 m w %1 -I C2 O W O o° C x 0 M D -1 m- NI' (— C mD -I 5 o m m • o)m • iv oz n Z --t x 6p � Z -o N O 0 .. 0 cn NA—, N til 0p m2 •. my m -,•,t r W Z D ,r. O 0 Z 13 K g i- zb z 2N 1 !: 0 0. ♦wxi c 20 -.x D � v ♦♦ Dr ti0 = = c l / Z H 0 A N -I ♦� oy - C Z w m ♦♦ '^ D mN V/ ♦ o, x -•1 v -4 mg H � � F A) •ii,''Q / ti=T r0w O O v ' St.; a, w D 0 , o0, N ^ J b• , g o sit ' o \ .co.0 V) / 4F, 4 o m mo > D n _ MO o < > G) -I O O co D ,n n r , X T • -ID I V mm 2x H P) T i C > 46 0 m / REFER TO GABLE END °N l l w BRACING DETAIL >r � DD ,. of °- OX N mm N) zo. '__ .0 -< 4. i'N N D • H ym Zz OZ 41 m z ►: ►� D m �\ ; -6 X m G ( G) N m m SNA/ , C W0X zoD= z D< mG) XzC \ u0 7J-I * mNCZ 0 --- 0 (n Cfrzo m -n icmi> wcn= m = yD �� zz 0 C) z x C) r 0O0 = m 05-1 < N :i m D ", C) L7 mZ U) -r-,)-- om O C cE m -zm c oD = A o z z, = x C C <o Z r.) (/) U) Noi\-4411111, rx. z- G) ^"' U) W zS • zN -'c O, O 20 2D , h G n N ON 0 % m-a mm 0 z o y m -1 -i -n mD O 0 Cr Cmz > 00 ,, �0 = 5cn0 73m -Iro P D g co r y m M x< c) Wm zzr - � W — C7 mm 20 <fri D0m � z = 0 z[- 0 0H 1-< z _ 0O m NN.. °[ 00 < 00TC D \\ E �N � � D cnDpmcn1 D l O _ � n � m� r77mZ /2 TT N Kp Z = m 0 -1HwOG) NN -P Z s � � m c 0 H 0 :U N o O Cn u) = r-00z0 • 0 OoDE r > m iii „ Wcoz N � U) mx � � U) 77 � z . m V1 „ � Wr C `— ' -I O -‹ 0 2 m 0 C1) 0 0 •0m I — v Ii C) )3141111 D D D ., i mci F __)7, z z mH m � O Dccn GFX r ---- ------ 63122 Ply:1 SEAN:17512/T21/SY42 967 Camelia Street Qty: 1 FROM: DRW: F01 Wgt:128.8 lbs ... / ... 03/02/16 2'10"8 4'1"8 13'9"4 I 15'6"4 I 23'6"4 I f 2'10"8 113• I 9'7"12 1'9" 8' I_—2'6"—I I--2'6'12—I g (TYP) 1 I F.-1'8"8—{ I•—2'6"12—I--2'6"12-I I-2'6'12--I--2'6"12-I h WA =3X3 =3X3 D = X8 391 W?X4 G m3X4 m33171 J m3X8 L T are - v 1 � 1\ dr• r R2 1)9'1"2 /// I :,: m3X8[12] w3X8 =3X8 It) U T S R Q P 0 N M -4X5 m 3X8[8] W=H0310 r--5'11"8 . 17'6"12 1 I" 23'6"4 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.315 0 659 360 V" 157 /38 I- I- I. /23.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.505 0 411 277 S 1467 /- /- /- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 M - - M 935 I- /- /- I- /- Des Ld: 55.00 EXP:NA HORZ(TL):0.058 M - - V Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor.1.5 S Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.790 M Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.800 Bearings V&S are a rigid surface. Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.661 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 A-B 1 0 G-H 0 -2425 Lumber End Vertical Attachment B-C 331 -289 H-I 0 -3063 C-D 766 0 I-J 0 -2682 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical D-E 766 0 J-K 0 -2682 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or E-F 0-2425 K-L 3 0 Bot chord 4x2 SP#2:B2 4x2 SP M-30: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire F-G 0-2425 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Additional Notes Plating Notes +2x6 continuous strongback.See detail V-U 291 -326 Q-P 3061 0 All plates are 2X4 except as noted. STRBRIBR1014 for bracing and bridging U-T 289 -331 P-0 3063 0 recommendations. T-S 285 -338 0-N 3064 0 Plate Shift Table Truss must be installed as shown with top chord up. S-R 1198 0 N-M 1618 0 JT Plate Lateral Chord JT Plate Lateral Chord R-Q 3061 0 No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is (8) 3X8 2.25 L 1.25 [91 3X8 4.25 L 1.251Maximum Web Forces Per Ply(lbs) [12) 3X8 3.75 L 1.25 [17) 3X3 1.25 L 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins W-V 0 -12 R-H 0 -878 In lieu of structural panels or rigid ceiling use purlins A-V 0 -138 H-P 160 -74 to laterally brace chords as follows: V-B 361 -324 0-I 104 -130 Chord Spacing(in oc) Start(ft) End(ft) B-U 10 -141 I-N 0 -656 TC 24 0.25 23.52 T-C 186 0 J-N 0 -294 BC 120 0.25 23.27 C-S 0 -735 N-K 1177 0 Apply purlins to any chords above or below fillers 0-S 0 -205 K-M 0 -1800 at 24"OC unless shown otherwise above. S-E 0-1986 M-L 0 -15 Hangers/Ties E-R 1388 0 L-M 0 -115 G-R 0 -285 (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.32"DL:0.24".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17519/T39/SY42 967 Camelia Street Qty: 1 FROM: DRW: F03 Wgt:23.8 lbs ... / ... 03/02/16 3°H 1,5„8 --k- 1,5"8 -'F31-I � III 1X3 =3X4 1112X4 GA B C i111 I „2 1111X3 =3X4 \I �� F E D E 3X4 A 3,5„ i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.007 E 999 360 F 266 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.011 E 999 240 D 359 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - F Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 D - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FEC 2014 RES Max TC CSI: 0.515 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.087 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 B-C 4 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. F-E 302 0 E-D 302 0 Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Bot chord 4x2 SP#2 1-1-0. Maximum Web Forces Per Ply fibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B”uses design values approved 1/30/2013 by ALSC G-F 0 -8 B-D 0 -366 A-F 0 -47 D-C 0 -15 Special Loads F-B 0 -363 C-D 0 -130 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) B-E 51 0 TC-From 100 plf at 0.13 to 100 plf at 3.42 BC-From 10 plf at 0.00 to 10 plf at 3.42 PLT- 261 lb Conc.Load at(2.15,10.14) 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 -0.08 3.08 BC 35 -0.08 2.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17523/T34/SY42 967 Camelia Street Qty:3 FROM: DRW: F05 Wgt:46.2 lbs ... / ... 03/02/16 2'10"8 5'4"8 8'3" 2'10"8 I 2'6" I 2'10"8 I3-F--2'6" -I F i (TY P) 1111X3 =3X6 = 3[3] 3X3[6] IIIp1X3 T se J --I -1_E III 1X3 III 1X3 O 912 I H G F =4X5 =4X5 I- 8'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.054 H 999 360 I 441 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.100 H 926 240 F 441 I- /- I- 1- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.033 B - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor.1.5 Bearings I&F are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.380 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.200 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -649 Wind Duration:NA WAVE VIEW Ver:15.02.O0C.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 The overall height of this truss excluding overhang is I-H 648 0 G-F 648 0 Bot chord 4x2 SP#2 1-4-0. H-G 649 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table J-I 0 -10 G-C 85 -13 JT Plate Lateral Chord JT Plate Lateral Chord A-I 0 -114 C-F 0 -720 No Size Shift Bite No Size Shift Bite I-B 0 -720 D-F 0 -114 [3] 3X3 1.25 R 1.25 [6] 3X3 1.25 L 1.25 B-H 85 -13 F-E 0 -10 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 7.88 BC 93 0.13 7.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray filiSCEUEMI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:175671 T26/SY42 967 Camelia Street Qty: 1 FROM: DRW: F08 Wgt:25.2 lbs ... / ... 03/02/16 1'7"12 12'1"4 3'9" 1'7"12 5"8 17"12 I-13"4--I F -I (NP) F3-I m3X3[6] T 1111AX3 --3X63[3] C 11111X3 I Jii i E I 115�uriii- I\ 91„2 1111X3Kr : lir �[ H G F =4X5 1111X3 m4X5 1 3'9" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.021 B 999 360 I 715 /_ /- /- 1- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 B 999 240 F 586 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.010 B - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.631 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.633 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.225 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -751 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SF'#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or I-H 763 0 G-F 741 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire H-G 751 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads J-I 0 -9 G-C 167 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) A-I 0 -82 C-F 0 -929 TC-From 100 plf at 0.13 to 100 plf at 3.62 I-B 0 -956 D-F 0 -33 BC-From 10 plf at 0.00 to 10 plf at 3.75 B-H 31 -170 F-E 0 -7 TC- 913 lb Conc.Load at 1.65 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] 3X3 1.25 R 1.25 [6] 3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.08 3.17 BC 39 -0.08 3.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-1-0. 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 MIEEMCMCM PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17529/T37/SY42 967 Camelia Street Qty: 2 FROM: DRW: F10 Wgt:92.4 lbs ... / ... 03/02/16 8' 18'10"8 16'10"8 8' 10"8 8' f 2'6"-I--2'6"12--I 2'6"12--I f 2'6"12--I 2'6"12-I Fl (TYP) qq =3X3 H III 1/4X4 =3g X8 1112C X4 W=3p X4 =3X3 F 1112G X4 =3X8 IIIX4 T :88 R-.j _ _ -� LJ =3X8 1112X4 W=H0310 3X8= `4' �0 P 0 N M L K 3X8 1112X4 . 3X8 A 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.284 0 691 360 Q 916 I- I- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.445 0 441 262 K 916 I- I- /- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 K - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.066 K - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings Q&K are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.590 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.916 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.552 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 E-F 0 -3050 I:NA GCpi:NA Plate Type(s): B-C 0 -2653 F-G 0 -2653 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0 -2653 G-H 0 -2653 Lumber Additional Notes D-E 0 -2653 H-1 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Q-P 1605 0 N-M 3049 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is P-0 3049 0 M-L 3049 0 approved 1/30/2013 by ALSC 1-4-0. 0-N 3050 0 L-K 1605 0 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) R-Q 0 -10 N-F 125 -108 TC 24 0.13 16.50 A-Q 0 -107 F-L 0 -625 BC 120 0.13 16.50 Q-13 0-1784 G-L 0 -281 Apply purlins to any chords above or below fillers B-P 1159 0 L-H 1159 0 at 24"OC unless shown otherwise above. C-P 0 -281 H-K 0 -1784 P-E 0 -625 I-K 0 -107 Camber E-O 125 -108 K-J 0 -10 Max JT VERT DEFL:LL:0.28"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-112"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florda Corporation. Florida Engineer I Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eiDwE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray InFinarna PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17548/T44/SY42 967 Camelia Street Qty: 1 FROM: DRW: F12 Wgt:82.6 lbs ... / ... 03/02/16 8' 9'9"11 15'2"3 I8' I 1'9"11 I 5'4"8 r}- --2'6" I 2'6"12-I---2'6"12---1 I---2'6"12--I Pi (TYP) 1111k3 = <8 III 8C3 •ii(3 III p<3 =iX8 111e3 T 3�a N 1 _400000000000„„.. - -'-V ..:-H !zi- 44444.004444.44444 1 Q 91112 lM =3X8 1111X3 3X4[9] 3X8 L K J 3X81 I- 15'2"3 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.251 D 703 360 M 822 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.419 D 419 240 I 822 /- /- /- /- /5.7 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.061 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.527 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.745 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.487 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2346 I:NA GCpi:NA Plate Type(s): B-C 0-2283 E-F 0 -2329 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 -2283 F-G 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 recommendations. M-L 1413 0 K-J 2346 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 2350 0 J-I 1420 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -10 D-K 28 -141 No Size Shift Bite No Size Shift Bite A-M 0 -109 E-J 0 -324 (9) 3X4 1.25 L 1.25 M-B 0-1570 J-F 1024 0 B-L 962 0 F-I 0 -1578 Purlins C-L 0 -322 G-I 0 -112 In lieu of structural panels or rigid ceiling use purlins L-D 182 -410 I-H 0 -10 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 14.80 BC 120 0.13 14.80 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber . Max JT VERT DEFL:LL:0.25"DL:0.20'.See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.1Od box or(0.128"x3"min)gun nails.or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1' Crown(minimum),1-112"length wire staples on each narrow face. 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 WHIECECEil PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17555/T47/SY42 967 Camelia Street Qty: 6 FROM: DRW: F14 Wgt:92.4 lbs ... / ... 03/02/16 8' 8'10" 16'10" I8' 10"I 8' 'I 11- —2,6"--}---2'6"12—I 2'6"12--I I—2'6"12--I 2'6"12--1 1I (TYP) q g CC p E 3X3 G H II12X4 =3X8 III a4 W=3X4 =3X3 F 1112X4 =3X8 1112X4 1 IQ =3X8 1112X4 W=H0310 =3X8 P 0 N M L K� 3X8 1112X4 --3X8 j 16'10" j Loading Criteria(psfl Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.282 0 694 360 Q 913 /_ /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.441 0 443 261 K 913 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 K - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.065 K - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&K are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.581 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.903 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.549 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3035 I:NA GCpi:NA Plate Type(s): B-C 0-2644 F-G 0 -2644 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2644 G-H 0 -2644 Lumber Additional Notes D-E 0-2644 H-I 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail To chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top Bot chord 4x2 SP#2 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Q-p 1600 0 N-M 3035 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is P-0 3035 0 M-L 3035 0 approved 1/30/2013 by ALSC 1-4-0. 0-N 3035 0 L-K 1600 0 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) R-Q 0 -10 N-F 126 -109 TC 24 0.13 16.46 A-Q 0 -107 F-L 2 -617 BC 120 0.13 16.46 Q-B 0-1778 G-L 0 -281 Apply puffins to any chords above or below fillers B-P 1154 0 L-H 1154 0 at 24"OC unless shown otherwise above. C-P 0 -281 H-K 0 -1778 P-E 2 -617 I-K 0 -107 Camber E-O 126 -109 K-J 0 -10 Max JT VERT DEFL:LL:0.28"DL:0.18".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17579/T25/SY42 967 Camelia Street Qty: 1 FROM: DRW: F16 Wgt:96.6 lbs / ... 03/02/16 • 8' I 9'6"4 17'6"4 1- 8' I 1'6"4 I 8' I—2'6"--I—2'6"12----{--2'6"12—1 26"12--}--2'6"12----I {3I (TYP) III A4 =3X88 III F5(4 =3X3)61 m3R3f91 III 2X4 =3X8a` 11I2X4 kr 1'F 9'1'2 =3X8 1112X4 1112X4 =3X8 =3X8 M L K J I 3X8 i 17'6"4 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.291 L 705 360 N 947 /- l- l- /- 12.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.455 L 450 273 I 968 /- I- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.061 I - - I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.380 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.672 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.595 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 0 -6 E-F 0 -2814 I:NA GCpi:NA Plate Type(s): B-C 0-2838 F-G 0 -2814 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2838 G-H 3 0 Lumber End Vertical Attachment D-E 0-3302 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" N-M 1722 0 K-J 3301 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. M-L 3301 0 J-I 1684 0 approved 1/30/2013 by ALSC L-K 3302 0 Additional Notes Plate Shift Table +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. (6) 3X3 1.25 R 1.25 [91 3X3 1.25 L 1.25 0-N 0 -10 K-E 127 -99 Truss must be installed as shown with top chord up. N-A 0 -107 E-J 0 -758 Purlins The overall height of this truss excluding overhang is N-B 0 -1897 F-J 0 -290 In lieu of structural panels or rigid ceiling use purlins 1-4-0. B-M 1234 0 J-G 1249 0 to laterally brace chords as follows: C-M 0 -292 G-I 0 -1873 Chord Spacing(in oc) Start(ft) End(ft) M-D 0 -740 I-H 0 -15 TC 24 0.13 17.40 D-L 123 -103 H-I 0 -115 BC 120 0.05 17.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.29"DL:0.21".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray linMEQUEZI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17557/T41/SY42 967 Camelia Street Qty: 1 FROM: DRW: F18 Wgt:70.0 lbs ... / ... 03/02/16 5'4"8 611"8 12'4" {- 5'4"8 1'7" 5'4"8 ..I I I 2,6" I 2,6„12--I I-----2'612--I F3{ (TYP) 11112(3 =1)(5 III 8(3 III bX3 = XS IIIdX3 T LeL s /� n �G 0 9,1„2 -411( =3X4J =3X4 H =3X8 I =3X8 1 12'4" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.106 C 999 360 K 666 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.201 C 705 240 H 666 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.036 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.540 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.617 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.336 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1582 I:NA GCpi:NA Plate Type(s): B-C 0-1582 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1593 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 K-J 1093 0 I-H 1093 0 Webs 4x2 SP#3 J-I 1593 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins L-K 0 -10 D-I 0 -200 to laterally brace chords as follows: A-K 0 -105 I-E 610 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1215 E-H 0 -1215 TC 24 0.13 11.96 B-J 610 0 F-H 0 -105 BC 120 0.13 11.96 J-C 0 -200 H-G 0 -10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3'min)gun nails,or (5)qty. 15-Gauge,7/16'Crown,2-1/2'length wire staples,through wide face;or(3)qty.16-Gauge,1' Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ,AfF.:;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIERCITOM PE No.60839 PE No.58544 PE No.71457 63122 Ply:2 SEQN:17691/T36/MONO 967 Camelia Street Qty: 1 FROM: DRW: FG02 Wgt:260.4 lbs ... / ... 03/02/16 3' I 5'8"7 , 8'4"14 I 10'11"10 , 13'6"5 , 16'2"13 I 18'11"4 , 21'11"4 3' 2'8"7 2'8"7 2'6"12 2'6"11 2'8"8 2'8"7 3' E8X8 1112X4 =5X7 Am3X8B C D E F G H =5X51 T � n �� �fof 1 Ill N0 10 /5/ I P =6x6 =8X8 M L =5X5 J i 3'10" 17'6"12 1 2'8"82'87 2'8"7 210"4 2'10"3 2'8"8 2'8"7 2'8"8 2'8"8 I 5'4"15 I 8'1"7 I 10'11"10 I 13'9"13 + 16'6"5 I 19'2'12 I 21'11'4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl lj Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 F 999 240 R -1127/1127 /112 /- I- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.446 F 472 210 R' 311 /34 /87 I- I- /46.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 I - - S 2912 /295 /809 /0 /0 /4.0 Des Ld: 32.00 EXP:C HORZ(TL):-0.042 I - - J 1522 /160 /450 /- /- /- NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MW FRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.797 R Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 R Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:No Max Web CSI:0.856 S Min Brg Width Req= 1.5 Spacing:24.0" J Min Brg Width Req= - C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Bearings R,R,&S are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.00C.1217.15 Maximum Top Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins A-B 1846 -193 E-F 241 -2318 Top chord 2x4 SP#2 to laterally brace chords as follows: g-C 1398 -144 F-G 296 -2846 Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) C-D 103 -1018 G-H 273 -2614 Webs 2x4 SP#3 TC 24 0.00 21.94 BC 63 0.00 21.94 D-E 241 -2318 H-1 171 -1638 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Bot Chord Forces Per Ply(lbs) Nailnote The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails R-Q 0 -6 N-M 2861 -301 Top Chord:1 Row @12.00"o.c. Wind 0-P 350-3431 M-L 2705 -285 Bot Chord:1 Row @12.00"o.c. P-0 110 -1073 L-K 1823 -193 Webs :1 Row @ 4"o.c. Wind loads and reactions based on MW FRS. 0-N 1212 -124 K-J 18 -2 Use equal spacing between rows and stagger nails Camber in each row to avoid splitting. Max JT VERT DEFL:LL:0.07"DL:0.39".See detail Maximum Web Forces Per Ply(lbs) Special Loads DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Provide for adequate drainage of roof. A-R 580 54 N-F 63 581 TC-From 189 plf at 0.00 to 189 plf at 5.94 Additional Notes A-Q 205-1954 F-M 14 52 TC-From 162 plf at 5.94 to 162 plf at 8.01 0_B 63 -480 M-G 152 -12 TC-From 189 plf at 8.01 to 189 plf at 21.94 Negative reaction(s)of-1127#MAX. BC-From 10 plf at 0.00 to 10 plf at 5.94 from a non-wind load case requires uplift connection. B_P 343 -34 G-L 41 3 117 -1119 L-H 851 -3113 BC-From 5 plf at 5.94 to 5 plf at 8.01 See Maximum Reactions. B-P BC-From 10 plf at 8.01 to 10 plf at 21.94Truss must be installed as shown with top chord up. C-0 2246 -229 H-K 77 -633 BC- 60 lb Conc.Load at 5.94 0-D 74 -668 K-I 1719 -179 BC- 199 lb Conc.Load at 8.01 The overall height of this truss excluding overhang is D-N 1181 -125 I-J 78 -704 1-4-0. E-N 34 -232 Plating Notes All plates are 4X5 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fACP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17498/T38/SY42 967 Camelia Street Qty: 1 FROM: DRW: FGE01 Wgt:72.8 lbs ... / ... 03/02/16 I-- 1'5"4+ 1'4"H (TYP) A B C D E F G H I J K T3yt3 X 1 n q n L ft .1-, �� Q 91 "2 1112X � 1112X4 I 13'9"8 1 f 13'9"8 -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 M' 108 /- /- 1- 1- 1165 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 240 W Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 W - - Bearing W is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 W - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.117 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.020 A-B 0 -1 F-G 0 -1 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 B-C 0 -1 G-H 0 -1 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 -1 H-I 0 -1 I:NA GCpi:NA Plate Type(s): D-E 0 -1 I-J 0 -1 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 E-F 0 -1 J-K 0 -1 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire W-V 1 0 R-Q 1 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" V-U 1 0 Q-P 1 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. U-T 1 0 P-O 1 0 approved 1/30/2013 by ALSC T-S 1 0 0-N 1 0 S-R 1 O N-M 1 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(lbs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. X-W 0 -9 K-M 0 -58 A-W 0 -58 M-L 0 -9 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.in./piece. Gables Tens.Comp. Gables Tens. Comp. B-V 0 -149 G-Q 0 -133 Purlins C-U 0 -130 H-P 0 -134 In lieu of structural panels or rigid ceiling use purlins D-T 0 -134 I-O 0 -130 to laterally brace chords as follows: E-S 0 -133 J-N 0 -149 Chord Spacing(in oc) Start(ft) End(ft) F-R 0 -133 TC 24 0.25 13.54 BC 120 0.25 13.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ep;;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 riMIEMI 63122 Ply:1 SEQN:17531/715/SY42 967 Camelia Street Qty: 1 FROM: DRW: FGEO3 Wgt:89.6 lbs ... / ... 03/02/16 I-- 1'5"8--}F 1'4"--I (TYP) —378._ _ AF A B C D E F G HW 13X4 J K L M N O T 3"8L - L P ( r - - - 9'1"2 1 ��----1-AB--'--------AA � �/����� AE AD AC AB AA 1111X3 Y X uV V U T S R `� 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 i 16'10"8 i I 16'10"8 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AE 74 /- /- /- 1- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q" 106 /- /- /- /- /198 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 0 - - AE Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 B - - AE Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings AE&AE are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.120 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0 0 J-K 0 0 Lumber End Vertical Attachment D-E 0 0 K-L 0 0 E-F 0 0 L-M 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0 0 M-N 0 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or G-H 0 0 N-O 0 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values narrow face. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Additional Notes AE-AD 0 0 X-W 0 0 Bracing AD-AC 0 0 W-V 0 0 See detail STRBRIBR1014 for bracing and bridging Sheathing is required for any longitudinal(drag) recommendations. AC-AB 0 0 V-U 0 0 forces.All connections to be designed by the building AB-AA 0 0 U-T 0 0 Truss must be installed as shown with top chord up. designer. AA-Z 0 0 T-S 0 0 Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is Z-Y 0 0 S-R 0 0 1-4-0. Y-X 0 0 R-Q 0 0 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins AF-AE 0 -9 O-Q 0 -2 A-AE 0 -59 Q-P 0 -8 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(lbs) TC 24 0.13 16.50 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.13 16.50 Apply purlins to any chords above or below fillers B-AD 0 -150 H-W 0 -133 at 24"OC unless shown otherwise above. C-AC 0 -129 J-V 0 -133 D-AB 0 -134 K-U 0 -134 E-Z 0 -133 L-T 0 -132 F-Y 0 -133 M-S 0 -139 G-X 0 -133 N-R 0 -107 i NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEEIMICIEG PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17535/T28/SY42 967 Camelia Street Qty: 1 FROM: DRW: FGE05 Wgt:30.8 lbs ... / ... 03/02/16 1'5"8----{-- 1'4" --I (TYP) A B C D E T 17, L iiummiwiimiummiiioNtriei F 'v I I Ili 63122 Ply:1 SEAN:17411/T9/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE01 Wgt:211.4 lbs Page 1 of 2 ... / ... 03/02/16 r1 6 V. 6. 6'1 14'10.8 27'7.10 29'3•6 6 I 12'9.2 ( 12'9'2 ) 17.6 4'78--1-1.4:0) (TY1 14%5 13X4113X4 x M 113X4 ,1113X4 13)(4 H 13X4 13X4 12 05%6 H.0.00" F\5X5 6' 13In R13X4 "% 13X4 io )3x4 _ ' " 13X4 /SXu•43X4 3X88` 1 '=3X8 77 A Ao 6 a cis/aJ1 11 a 9 3 c / w _ .19'5'14 /s ------------/r/1".16-4-<1.--. ra Al 4 AG XS AE/l) AC A/A 2 y J '-'1111%....7 \ W 1 29'9• 1 11p•1 299 1'4 � 299 (NNL) (NNL) f---3'4•--'j F-3'4'--I Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 U 999 296 AO 286 /94 /134 /- /223 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 U 999 296 V* 64 /31 /25 /- /- /353 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 U - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.010 U - - AO Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.08 ft Code/Misc Criteria Creep Factor:1.5 AO Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.441 Bearings AO&AO are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.062 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.071 Maximum Top Chord Forces Per Ply(lbs) Pa 9 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 126 -135 K-L 340 -49 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 V-W 42 0 L-M 342 -41 A-B 56 0 M-N 302 -31 Lumber B-C 118 -139 N-O 258 -23 Value Set:13B(Effective 6/112013) C-D 125 -151 O-P 217 -24 Top chord 2x4 SP#2 D-E 120 -120 P-Q 177 -26 Bot chord 2x4 SP#2 E-F 117 -110 Q-R 135 -27 Webs2x4SP#3 F-G 133 -100 R-S 95 -28 Lumber value set"13B"uses design values G-H 174 -90 S-T 59 -42 approved 1/30/2013 by ALSC H-I 214 -80 T-U 33 -62 I-J 255 -70 U-V 582 -639 Plating Notes J-K 299 -60 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-AN 228 75 AF-AE 242 74 to laterally brace chords as follows: AN-AM 232 -74 AE-AD 241 -73 Chord Spacing(in oc) Start(ft) End(ft) AM-AL 234 -74 AD-AC 240 -73 TC 24 -1.46 30.96 AL-AK 236 -74 AC-AB 239 -72 BC 120 0.70 28.80 AK-AJ 237 -74 AB-AA 238 -72 Apply purlins to any chords above or below fillers AJ-AI 238 -74 AA-Z 237 -71 at 24"OC unless shown otherwise above. Al-AH 239 -74 Z-Y 235 -70 AH-AG 241 -74 Y-X 233 -69 Wind AG-AF 242 -74 X-V 226 -69 Wind loads based on MWFRS with additional C&C member design. Maximum Gable Forces Per Ply(lbs) Additional Notes Gables Tens.Comp. Gables Tens. Comp. See DWGS A14030ENC101014&GBLLETIN1014 for D-AN 197 -157 AE-M 139 -83 gable wind bracing requirements. E-AM 79 -67 AD-N 123 -74 The overall height of this truss excluding overhang is F-AL 82 -75 AC-0 82 -74 7-5-12. G-AK 82 -74 AB-P 80 -72 Top Chord overhang(s)may be field trimmed. H-AJ 80 -72 AA-0 82 -74 I-Al 82 -74 Z-R 83 -76 J-AH 123 -74 Y-S 74 -63 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 63122 Ply:1 SEQN:17668/T32/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE02 Wgt:205.8 lbs ... / ... 03/02/16 2s-1 1'T8I 141028 ) 295' 14'10'8 I-478�'�17'4y'pJ L m4X4 T13X4 - M■3X4 A3X4 N IA3X4 113X4140110' 0 13x4 12 05X5 H.000' Pi5X5 6 " 1354 C�4. �.4411:13X4 F fi 3X4 C. E S I1354 =4 CST) 13X4 0 T 313X4 ®,3 4 1 1 a 3X4(01) .n(C5T•. a L fi _ _ 51 u ic 3 P b 9 •u -,,, _€0.19'5'14/////////////////// AL AK AJ Al AH AG AF AE =D5 AC AB AA Z Y X W V I 5295•% 1 r4 1 z95• 1 295' (NNL) I-3'4'—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) DefUCSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl L!# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 C 999 351 U' 68 /31 /27 /- /7 /357 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 C 999 351 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.009 C - - Bearing B is a rigid surface. NCBCLL:10.00 Mean Height:23.08 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.189 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.116 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.179 A-13 36 0 K-L 306 0 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B_C 155 -243 L-M 295 -2 GCpi:0.18 Plate Type(s): C-D 93 -118 M-N 249 -12 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 D-E 74 -71 N-O 206 -22 Lumber Additional Notes E-F 70 -54 O-P 165 -32 Value Set:13B Effective 6/1/2013 See DWGS A14030ENC101014&GBLLETIN1014 for F-G 99 -41 P-RQ 124 -52 ( ) G-H 140 -31 Q-R 83 -52 Top chord 2x4 SP#2 gable wind bracing requirements. H-I 180 -21 R-S 82 -65 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in I-J 221 -11 S-T 79 -80 Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24'o.c. J-K 265 -1 T-U 111 -122 :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Lumber value set"13B"uses design values top chord in notchable area using 3x4 tie-plates 24" approved 1/30/2013 by ALSC o.c.Center plate on stacked/dropped chord Maximum Bot Chord Forces Per Ply(lbs ) interface,plate length perpendicular to chord length. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Splice top chord in notchable area using 3x6. B-AL 246 -111 AD-AC 175 104 All plates are 2X4 except as noted. The overall height of this truss excluding overhang is AL-AK 252 -113 AC-AB 174 -104 7-5-12. AK-AJ 253 -113 AB-AA 173 103 Plates sized for a minimum of 4.00 sq.in./piece. TopChord overhang(s)maybe field trimmed. 91 ) AJ-AI 255 -114 AA-Z 172 -103 Purlins Al-AH 256 -115 Z-Y 171 -102 In lieu of structural panels or rigid ceiling use purlins AH-AG 258 -115 Y-X 170 -101 to laterally brace chords as follows: AG-AF 259 -116 X-W 168 -101 Chord Spacing(in oc) Start(ft) End(ft) AF-AE 260 -116 W-V 167 -100 TC 24 -1.33 29.60 AE-AD 261 -117 V-U 158 -97 BC 75 0.29 29.75 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp. Wind D-AL 237 -188 AC-M 140 -84 Wind loads based on MWFRS with additional C&C E-AK 63 -43 AB-N 122 -73 member design. F-AJ 83 -77 AA-0 82 -74 G-Al 82 -74 Z-P 80 -72 H-AH 80 -72 Y-Q 82 -74 I-AG 82 -74 X-R 86 -77 J-AF 122 -73 W-S 42 -29 K-AE 141 -84 V-T 264 -186 L-AD 0 -183 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 63122 Ply:1 SEAN:17436/T2/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE04 Wgt:81.2 lbs ... / ... 03/02/16 -I 14.- 1 7"6 7'2' 12'2'10 13'10' 6" 1+1.- I5'0'10 I 5'0"10 I 17"6 I"_3'2"-"I_1.4-".I (TYP) C'.4X4 T12 113X4F T 6 p E 1 113X4 r 113X4 o " _ J 113X4 03X4C Kv43X4 M 172- .3xas n (� r �y 3x8 11 IJ 1 U if Lj it �\ I�195-14 '°` .. /�/S R Q/P'��� M 1 14'4" 1 I-1'4" II I 1,4'",I 14'4" (NNL) (NNL) I-3'4"--1 j--3'4"-"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 K 999 240 U 273 /104 /161 /- /126 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 K 999 180 L" 64 /26 /27 /- /- /168 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.002 K - - U Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:21.15 ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.468 Beanngs U&U are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.046 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 91 -122 F-G 177 -26 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 L-M 42 0 G-H 178 -26 Lumber A-B 56 0 H-I 130 -24 B-C 161 -105 I-J 69 -29 Value Set:13B(Effective 6/1/2013) C-D 50 -52 J-K 29 -13 Top chord 2x4 SP#2 D-E 67 -45 K-L 672 -668 Botchord2x4SP#2 E-F 130 -35 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-T 174 -53 Q-P 185 -52 All plates are 2X4 except as noted. T-S 177 -52 P-0 182 -50 Plates sized for a minimum of 4.00 sq.in./piece. S-R 181 -52 O-N 178 -49 R-Q 185 -52 N-L 174 -49 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(lbs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 15.67 D-T 80 -99 P-H 155 -84 BC 120 0.83 13.51 E-S 146 -80 O-I 132 -70 Apply purlins to any chords above or below fillers F-R 154 -83 N-J 96 -101 at 24"OC unless shown otherwise above. G-Q 5 -82 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 3-7-8. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient atone 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 UMSEEDMIED PE No.60839 PE No.58544 PE No.71457 • 63122 Ply:1 SEAN:17639/T3/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE05 Wgt:133.0 lbs Page 2 of 2 ... / ... 03/02/16 I-J 146 -111 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 Clargarnfil PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17502/T17/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE07 Wgt:33.6 lbs ... / ... 03/02/16 7a"a 1' 2'5"11 5'1" 6'5" 'vr4;g" I 1' I 1'5"11 I 2'7"5 I 1'4" I 7"12 3 12 F 0 E/� I I as3X4C P 04X: • - .f'L r7 iv 1 A J si a El Ll 1 I O 9'1'2 1 H j 7'e" 1 14 51" 1'4" 1312 I— I 5'1" I 6'S' I 114 I."-7,4'4"1 (NNL) I---3'4" 'I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(lbs),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):-0.007 C 999 240 J 371 /144 /173 /- /76 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.013 C 999 180 G" 36 /10 /13 /- /- /86.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:C HORZ(TL):-0.006 C - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.899 Bearings J&J are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.061 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.037 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 201 -402 C-D 13 -70 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 A-B 43 0 D-E 10 -46 B-C 448 -282 E-F 6 -12 Lumber Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-I 7 -8 H-G 0 0 Lumber value set'13B"uses design values I-H 2 -4 approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in.lpiece. D-I 89 -135 F-G 41 -26 E-H 144 -89 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 7.50 BC 71 1.60 7.50 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 DWGS 514015ENC100815&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 1-11-0. Top Chord overhang(s)may be field trimmed. 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 URBIECHMI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17633/T20/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE09 Wgt:133.0 lbs ... I ... 03/02/16 2'1.6 za 6'~� 10'10'8 19'7.10 21'3' V. M 8.9'2 ( 89'2 I 17.6 I I"42'8—I 1'4"-I (TYP) 1:4X4 I8 12 • N G K L F p E 14 3X4 i' D N 113X4 to I .0;070,,,,)03X4C ..3X8 AC .i Q Q 4 Q Q J1 Q 4Q 0'3X4�' =3X8 Q —.41R AB AA 2 Y X.8XE W V U T S 113X4 R 13X4 j 219• 1 I-1'4• I 219' I 1'4'-I 219' (NNL) (NNL) I_3'4'--I I—34'—I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 0 999 241 AC"63 /19 /27 /- /8 /257 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 0 999 241 P 281 /69 /175 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 0 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.008 C - - AC Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.399 Bearings AC&P are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.062 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.039 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 112 -135 H-I 235 -42 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 P-Q 42 0 I-J 237 -34 Lumber A-B 56 0 J-K 198 -25 B-C 109 -98 K-L 159 -26 Value Set:13B(Effective 6/1/2013) C-D 90 -99 L-M 123 -27 Top chord 2x4 SP#2 D-E 94 -79 M-N 89 -41 Bot chord 2x4 SP#2 E-F 121 -70 N-O 32 -29 Webs2x4SP#3 F-G 158 -61 O-P 572 -598 Lumber value set"13B"uses design values G-H 196 -52 approved 1/30/2013 by ALSC Plating Notes Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. B-AB 176 -64 W-V 187 -63 AB-AA 180 -63 V-U 186 -63 Purlins AA-Z 182 -63 U-T 184 -62 In lieu of structural panels or rigid ceiling use puffins Z-Y 183 63 T-S 183 61 to laterally brace chords as follows: Y-X 185 -63 S-R 181 -60 Chord Spacing(in oc) Start(ft) End(ft) X-W 187 -63 R-P 175 -59 TC 24 -1.33 23.08 BC 120 0.83 20.92 Maximum Gable Forces Per Ply(lbs) Apply purlins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp. at 24"OC unless shown otherwise above. D-AB 178 -157 V-J 132 -83 Wind E-AA 72 -67 U-K 108 -73 Wind loads based on MWFRS with additional C&C F-Z 73 -75 T-L 73 -75 member design. G-Y 108 -73 S-M 66 -63 H-X 132 -83 R-N 183 -159 Additional Notes I-W 18 -133 See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 5-5-12. Top Chord overhang(s)may be field trimmed. 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 fA°P: ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEEMZEWEI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17403/T11/COMN 967 Camelia Street Qty:4 FROM: DRW: T02 Wgt:133.0 lbs ... / ... 03/02/16 7714 1410'8 2272 297 7'6'14 I 7'3'10 73'10 I T6'14 Dm 5X5 — Cl 12 rn 6 05X5' ,I45X5 N I =4X4(•2) =4X4(•27)B F • .: 41)19'514 =•H6 B2 mG6 — 1'4' 10' 9'9" 10' 1 10. 19.9• 29.9. 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.111 H 999 353 B 1153 /502 /505 /- /209 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.203 H 999 353 F 1069 /458 /438 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.078 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.24 ft Code!Misc Criteria Creep Factor.1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.598 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.424 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 D-E 817 -1725 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 815-1937 E-F 822 -1942 Lumber Additional Notes C-D 811 -1721 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 7-9-11. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:B2 2x4 SP M-30: Top Chord overhang(s)may be field trimmed. Webs 2x4 SP#3 B-H 1658 -629 G-F 1663 -637 Lumber value set"13B"uses design values H-G 1115 -307 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-H 330 -393 D-G 657 -273 Purlins H-D 650 -264 G-E 335 -394 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 29.75 BC 82 0.15 29.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IZEIMIZIMICE PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17416/T12/COMN 967 Camelia Street Qty: 1 FROM: DRW: T04 Wgt:131.6 lbs ... / ... 03/02/16 7'6"14 14'10"8 22'2'2 29'5' T6"14 I 7'3"10 + 7'3"10 I 7'6"14 C-=5X5 -r II! 12 6 7 05X5' D%5X5 7.4%,n a 4X4(A2)A .11.11111111111111111.11111111111"..."\ E=4X4(A2) T .. 019'5"14 G 6 B2 'F 6 10' 9'9" 10' 1 10' I 19'9" I 29'9" 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.110 F 999 354 A 1070 /466 /437 /- /187 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.201 F 999 354 E 1070 /466 /437 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.078 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.58 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: 0.599 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.962 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.429 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 837 -1942 C-D 832 -1727 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 832-1725 D-E 837 -1943 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 7-9-11. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:B2 2x4 SP M-30: A-G 1663 -649 F-E 1664 -649 Webs 2x4 SP#3 G-F 1117 -316 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-G 339 -395 C-F 656 -276 G-C 654 -276 F-D 339 -394 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.75 BC 81 0.13 29.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 e,:, Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMIEMECti PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17424/T7/COMN 967 Camelia Street Qty: 1 FROM: DRW: T06 Wgt:40.6 lbs ... / ... 03/02/16 I'" 6' I 12' -I 6' 6' B=4X4 12 i 6 V r-- 4`v ih =2X4(A1)A C=2X4(A1) 7 i 1=1, O 19'5"14 1 III?iC4 I- 6 I 6' I 6' 12' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Weft LH/ Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 D 999 240 A 394 /168 /179 /- /75 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 D 999 180 C 394 1168 /160 /- I- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.013 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:21.36 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.352 Bearings A&C are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.424 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.076 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 309 -552 B-C 309 -552 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-D 438 -184 D-C 438 -184 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-D 199 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 12.00 BC 120 0.15 11.85 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 3-4-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:2 SEAN:17441/T16/COMN 967 Camelia Street Qty: 1 FROM: DRW: TO8 Wgt:274.4 lbs ... / ... 03/02/16 4'S" 7'1" 11'1"4 15'1"8 17'9"8 22'2"8 I 4,5" I 2,8" + 4'0"4 { 4'0"4 I 2,8" I 4,5" I D 1115X7 - 6 12 04X8 CE 55X5 I 05X5 B F.'-'5X5 W5 ♦ • =4X4(C8 =4 G(C8) ( ) 4X8(C8)A _ 111 II J 4Xh. 8 C8 airal -I 1 \ 19'5'14 114X5 L K J 1H 1114X4 w5X5 wH1010 1114X4 4'3'42'6"4 4'3"12 4'3'12 2'6"4 4'3"4 A 4'3"4 I 6'9"8 { 11'1"4 I 15'5' I 17'11"4 I 22'2"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.187 J 999 263 A 6878 /3058 /- /- 1- 14.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.353 J 745 263 G 6237 /2799 /- /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- -- HORZ(TL):0.099 H - - A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:22.63 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.629 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.988 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.761 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2692 -6037 D-E 1770 -3953 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.00C.1217.15 B-C 2395-5368 E-F 2353 -5256 Lumber Purlins C-D 1770-3953 F-G 2664 -5942 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30 to laterally brace chords as follows: Maximum Tens.Comp.ot hrd Forces Per Ply (lbs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Comp. Webs 2x4 SP#3:W5 2x4 SP#2: TC 24 0.00 22.21 A-L 5384-2396 J-I 4597 -2057 BC 98 0.15 22.06 Lumber value set"136"uses design values Apply purlins to any chords above or below fillers L-K 5357 -2385 I-H 5267 -2357 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. K-J 4687 -2090 H-G 5294 -2369 Nailnote Additional Notes Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. 5-11-1. Bot Chord:2 Rows @ 6.00"o.c.(Each Row) L-B 708 -294 J-E 638 -1415 Webs :1 Row @ 4"o.c. B-K 336 -759 E-I 1421 -619 Use equal spacing between rows and stagger nails K-C 1553 -667 I-F 347 -769 in each row to avoid splitting. C-J 681 -1534 F-H 735 -313 4"o.c.spacing of nails perpendicular and parallel to D-J 3370-1479 grain required in area over bearings greater than 4" Special Loads ---(Lumber Dur.Fac.1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 11.10 TC-From 56 plf at 11.10 to 56 plf at 22.21 BC-From 5 plf at 0.00 to 5 plf at 22.21 BC-1069 lb Conc.Load at 0.94,2.94,4.94,6.94 8.94,10.15,12.15,14.15,16.15,18.15,20.15 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 'A°P: ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray ITEIMECED PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEON:174531 T13/SPEC 967 Camelia Street City: 1 FROM: DRW: T10 Wgt:33.6 lbs ... / ... 03/02/16 5'10.12 + 7" I 5'10.12 1'1 4 C=4X4 T %SE g2X4 12 6 co N NM a2X4(A1T)B 11 • J 9'1'2 A G 112X4 F 1112X4 5'10"12 1'1"4 F^14' 1 5'10'12 I 7' 1 If Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 C 999 240 B 324 /84 /196 /- /102 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.098 C 840 180 F 232 /80 /110 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.106 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.473 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.322 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.200 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 C-D 57 -74 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 26 -114 D-E 3 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-G 40 -29 G-F 40 -29 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-G 151 -103 D-F 58 -94 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 7.13 BC 82 0.15 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. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-3-13. Top Chord overhang(s)may be field trimmed. 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.,Flonda 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 iMECICEDEMI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17510/T19/COMN 967 Camelia Street Qty: 2 FROM: DRW: T12 Wgt:98.0 lbs ... / ... 03/02/16 4'8"4 10'10"8 17'012 21'9" 4'8"4 I 6'2"4 I 674 I 4'8"4 D=5X5 6 — 12 ii p CD k2X4 C E y2X4 p rnupm-3X4(A1T)B F3X4(A1T) �,� A G _09'1'2 -6 6 =6X6 14 T11" 5'11" 7'11" 1,4, 1 T11' I 13'10• I 21'9" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 H 999 257 B 797 /241 /401 /- /174 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 H 999 257 F 797 /241 /401 I- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.041 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.742 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.120 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 D-E 705 -1022 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 808-1268 E-F 809 -1268 C-D 705-1022 F-G 36 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-I 1095 -613 H-F 1095 -622 Lumber value set-13B"uses design values I-H 717 -285 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-I 322 -329 D-H 295 -160 Purlins I-D 295 -160 H-E 322 -329 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 23.08 BC 120 0.15 21.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-11. Top Chord overhang(s)may be field trimmed. 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. Ronda 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 63122 Ply:1 SEQN:17465/T24/MONO r 967 Camelia Street Qty: 1 FROM: DRW: T13 Wgt:8.4 lbs ... / ... 03/02/16 12 C 6 T1, 2X4(B1 T) Nr In Fig Y ,= Et) 9'1"2 A ►=� D r 1 r4n ..±.. 2r i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 C 619 240 B 186 /49 /131 /- /54 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 C 315 180 D 60 /15 /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.037 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.154 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.168 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 B-C 0 -39 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 0 0 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.inipiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-7. Top Chord overhang(s)may be field trimmed. 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 ,,!P'E ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMEraii PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17500/T1/MONO 967 Camelia Street Qty: 7 FROM: DRW: T11 Wgt:28.0 lbs ... / ... 03/02/16 3 12 1112X4CD 0 CV N CO N =3X4(A1T)B _ IN 1 A 9'1"2 III4X5E 1'4" 1 7'4"8 1� 7'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 329 /110 /146 /- /76 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 240 /84 /93 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.033 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I 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: 0.621 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.383 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.287 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 0 -2 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 0 -89 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-E 47 -47 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-E 269 -177 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 7.50 BC 87 0.15 7.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-2-10. Top Chord overhang(s)may be field trammed. 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 63122 Ply:1 SEQN:17456/T461 COMN 967Qty: 1 FROM: DRW: Camelia Street 1 ... 03/02116 T009 Wgt:43.4 lbs •• 5'10"12I 11'8" 5'10"12 5'9"4 i C-=-4X4 I12 s1 i _j_ 2X4(A1T)B D--2X4(A1) 1 (1)9'1"2 A 1 IIIiX4 5'10"12 5'9"4 1 I-1'4"–A 5'10"12 11'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Ldefl L# Loc R 1 U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 E 999 240 B 469 /143 /249 /- /95 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 E 999 180 D 383 /112 /179 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 E - - Wind reactions based on MW FRS Des 32.00 EXP:C HORZ(TL):0.012 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc CriteriaD Min Brg Width Req= 1.5 Creep Factor:1.5 Bearings B&D are a rigid surface. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.379 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.260 Maximum Top Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.072 ChordsaxmTens.Comp.ToChord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 36 0 C-D 456 -530 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 432 -528 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-E 419 -284 E-D 419 -284 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-E 189 0 Plates sized for a minimum of 4.00 sq.indpiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 24 -1.33 11.67 BC 120 0.15 11.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-13. Top Chord overhang(s)may be field trimmed. 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. ion. 2 Bus ness No.7547 4745 Sutton ParkCourt,is a fictitious name owned SuJte 4x 02,Jacksonviiex lle,IFL 32224 Florida Cor904.821.5200 Florida Engineer APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 • 63122 Ply:1 SEQN:17432/T31/COMN 967 Camelia Street Qty: 1 FROM: DRW: T07 Wgt:71.4 lbs ... / ... 03/02/16 2'0"9 41"36' 7'10"13 9'117 17 2'0"9 2'0"9 I 1'10"13 1'10"13 I 2'0"9 2'0"9 D 1115X7 12 6 04X8 C E 85X5 - i 3X8 B F�3X8 4X5(C8 ` =4X4(C8)) I =4X8(C81 - - T : G-4X8(C8) 47 19.5"14 L K J1-5X7 H 1'10"131114X4 1'10"13-5X7 2'2"5 8X8 2'2"5 1'10"131113X4 1'1013 L 1'10"13 I 3'9"11 1 6' I 8'2"5 I 101"3 1 12 ' -A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 J 999 240 A 3900 /1737 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.192 J 732 180 G 3245 /1451 /- /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.053 H - - A Min Brg Width Req= 3.9 NCBCLL:10.00 Mean Height:21.36 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.687 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.953 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.775 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2860-6423 D-E 1821 -4075 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 2440-5468 E-F 2376 -5321 Lumber Additional Notes C-D 1821 -4075 F-G 2609 -5847 Value Set:13B(Effective 611/2013) The overall height of this truss excluding overhang is 3-4-7. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Webs 2x4 SP#3:W5 2x4 SP#2: A-L 5724 -2547 J-I 4588 -2047 Lumber value set"13B"uses design values L-K 5658-2520 I-H 5154 -2300 approved 1/30/2013 by ALSC K-J 4700-2096 H-G 5191 -2315 Special Loads Maximum Web Forces Per Ply(lbs) -----(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.00 to 56 plf at 6.00 TC-From 56 plf at 6.00 to 56 plf at 12.00 L-B 796 -334 J-E 603 -1345 BC-From 5 plf at 0.00 to 5 plf at 12.00 B-K 391 -880 E-I 1425 -615 BC-1070 lb Conc.Load at 1.06,2.27,4.27,6.27 K-C 1604 -693 I-F 207 -458 8.27,10.27 C-J 673 -1504 F-H 442 -180 Plating Notes D-J 3433 -1510 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 12.00 BC 60 0.15 11.85 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 epwE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17426/T5/COMN 967 Camelia Street Qty: 1 FROM: DRW: T05 Wgt:46.2 lbs ... / ... 03/02/16 6' 12' 6' I- 6' C=4X4 s 12 to ih i_4I l'•)=2X4(A1T)B T2x4 4. r31_19S"14 III4 -= E .,_1 6, 6' F-1.4 6' 12' 1 1'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De l/CSI Criteria ♦Maximum Reactions(lbs) 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): 0.009 F 999 240 B 480 /202 /249 /- /111 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 F 999 180 D 480 /202 /249 1- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.013 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.02 ft Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.397 Bearings B&D are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.273 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 C-D 460 -552 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 460 -552 D-E 36 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-F 438 -220 F-D 438 -220 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-F 195 0 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 13.33 BC 120 0.15 11.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-4-7. Top Chord overhang(s)may be field trimmed. 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)7 , Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17693/T10/COMN 967 Camelia Street Qty:6 FROM: DRW: T03 Wgt:131.6 lbs ... / ... 03/02/16 7'6"14 14'10"8 22'2"2 29'9" , 7'6"14 ) 7'3"10 I 7'3"10 I 76"14 C=5X5 T !! 12 6 p y 5X5B D$5X5 C; tt 4 i� A a4X4(A2 E 4X4(A2) _t_ 717 •Ill 4)19'5'14 N• 662 N. 6 10' 99" 10' 1 10' I 19'9" I29'9" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(PEON in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.110 F 999 354 A 1070 /466 /437 /- /187 I- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.201 F 999 354 E 1070 /466 /437 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 F - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:C HORZ(TL):0.078 F - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.58 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: 0.599 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.962 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.429 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 837-1942 C-D 832 -1727 GCpi:0.18 Plate Type(s): B-C 832-1725 D-E 837 -1943 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 7-9-11. A-G 1663 -649 F-E 1664 -649 Bot chord 2x4 SP#2:B2 2x4 SP M-30: G-F 1117 -316 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes B-G 339 -395 C-F 656 -276 Plates sized for a minimum of 4.00 sq.in./piece. G-C 654 -276 F-D 339 -394 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.75 BC 81 0.13 29.63 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in Conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17401/T8/COMN 967 Camelia Street Qty: 3 FROM: DRW: T01 Wgt:134.4 lbs ... / ... 03/02/16 7'6"14 14'10"8 22'2'2 295" I7'6"14 + 7'3"10 I 7'3"10 I 76"14 I D=5X5 ii — 12 6 7 05X5D Ei5X5 a O /*****„.....****4%.%%%44%.4 mr, to mse4X4(A2T)B0111111.11.°11F_4X4(A2T) •—Ti A/•---- _lam E. 6 .f\G _ 19'514 • 6 CO .. 1'4" 10' 9'9" 10' 1'4" I— 1 10' I 195" I 295" 1 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 H 999 353 B 1152 /500 /505 /- /223 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.204 H 999 353 F 1153 /500 /505 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 H - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:C HORZ(TL):0.078 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.24 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.594 Bearings B&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.577 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 D-E 1169 -1721 Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.15 B-C 1181 -1936 E-F 1181 -1937 Lumber C-D 1169-1719 F-G 36 0 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:82 2x4 SP M-30: Webs 2x4 SP#3 8-I 1657 -874 H-F 1658 -884 Lumber value set"13B"uses design values I-H 1113 -445 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.inJpiece. C-I 438 -393 D-H 653 -372 Purlins I-D 651 -372 H-E 438 -392 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 31.08 BC 85 0.15 29.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-9-11. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ep:;\, Michael G Kozlowski Jeffrey P Ameson Derek B Murray MIZEIEDMI, PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17504 I T18/GABL 967 Camelia Street Qty: 1 FROM: DRW:/ 03/02/16 GE08 Wgt:12.6 lbs 2'10"4 1I 2'10"4 " 2 12 3 p C it T T 3X4(A1T); r z A ■ I � (it) 91"2 F 3' '{ 2'10"4 „`2 -- � 1'4" 2'10"4 3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),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 I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D" 90 /33 /41 /- /13 /36.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MW FRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - B Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.002 D - - Bearing B is a rigid surface. 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: 0.229 MMaoimum To C Chord ForcesChorPer r lly y(Isb Comp. L ) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.068 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.046 A-B 19 0 B-C 9 -20 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Chords Tens.Comp. Lumber B-D 110 -7 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Gable Forces Per Ply(lbs) Bot chord 2x4 SP#2 Gables Tens.Comp. Webs 2x4 SP#3 C-D 104 64 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS S14015ENC100815&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 1-1-2. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.l 754is a fictitious name owned 7 4745 Sutton Park Court,Su to 4Jax 02,Jacksonville,ex FL 32224-Corporation.nc.,Florida 42Florida Engineer APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEECEEMII PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17587/T22/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE06 Wgt:63.0 lbs ... / ... 03/02/16 � 17s 'a 6, 77'6 5'10"12 9'8'2 11'3"8 6" 6 F 3'9'6 ) 39 6 1'7"6 ) I—32'12—+ 1'4"—I (TIP) F.4X4 T T 12 E • G I 6 12 /3X4 C • • H N13X4 .4x5/557) C Ia3X4 2X4 C5T) n .2iv X4(557;B el ' ` 4 C2 1 091'2 I 119 8 I I--1,4, I 1178 I 1'4'^'I 1158 (NNL) (NNL) I-3.4•—I I--3.4•—.I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),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 N:NA Ce:NA VERT(LL): 0.004 C 999 240 B 210 /58 /129 /- /104 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 C 999 180 J' 66 /17 /29 /- /- /137 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.003 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Bearings B&B are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.037 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.043 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 36 0 F-G 159 -18 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 122 -100 G-H 96 -8 Lumber Additional Notes C-D 62 -48 H-I 62 -7 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for E-E 88 -37 I-J 11290 Top chord 2x4 SP#2 gable wind bracing requirements. E-F 152 26 J-K 336 0 Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"o.c. :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped Chords Tens.Comp. Chords Tens. Comp. :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" B-p 130 -44 N-M 142 -44 Lumber value set"13B"uses design values o.c.Center plate on stacked/dropped chord P-O 137 -44 M-L 137 -42 approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. O-N 142 -44 L-J 131 -41 Splice top chord in notchable area using 3x6. Plating Notes The overall height of this truss excluding overhang is All plates are 2X4 except as noted. 2-11-14. Maximum Gable Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.inJpiece. Gables Tens.Comp. Gables Tens. Comp. Top Chord overhang(s)may be field trimmed. D-P 139 -134 M-G 144 -75 Purlins E-O 144 -75 L-H 138 -134 In lieu of structural panels or rigid ceiling use purlins F-N 8 -97 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 13.12 BC 75 0.29 11.50 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 X Michael G Kozlowski Jeffrey P Arneson Derek B Murray OZEIMCEEMi PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:176391 T3/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE05 Wgt:133.0 lbs Page 1 of 2 ... / ... 03/02/16 z' 5 6'F-1 1T6 1 78.5 I 11'1.4 i 14.8'9 158 22'2'8 5'7'5 3'4'9 37'5 361 T2' I---3.1.4'+^I (TYR) m4x4M 12 r K O 13X4 13X41 D 13Xq, H G 5 4X5 R0� • •. 8 1354 F - 13x4 E o 1i3%4 U /3X4 L • 3X8 13x4 - 1I ABI t J U�2X4(A7T) T A ���/ .�� a5X5 y _40.19514 pp AA Z V % 1 r�._ T6'8 Y 147 1 1 1'4' 1 15'0'8 771'4' '2' 15'0'8 1 228 1 (NNL) F----3'4'-.I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 0 999 240 AB 363 /88 /195 I- /180 /4.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 0 999 180 AB'44 /32 /18 /- /- /90.5 BCDL: 5.00 Risk Category:ii Snow Duration:NA HORZ(LL): 0.009 W - - H 443 /143 /224 I- 1- /4.0 Des Ld: 32.00 EXP:C HORZ(TL): 0.019 W - - U 593 /248 /314 I- /- /4.0 NCBCLL: 10.00 Mean Height:22.14 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: 0.504 AB Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.509 AB Min Brg Width Req= - Spacing:24.0' MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.086 H Min Brg Width Req= 1.5 U Min Brg Width Req= 1.5 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Bearings AB,AB,H,&U are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Maximum Top Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for B-C 77 -118 K-M 314 -179 Top chord 2x4 SP#2 gable wind bracing requirements. A-B 56 0 L-N 528 -500 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is B-C 130 -240 M-0 322 -177 Webs 2x4 SP#3 5-7-2. C-D 70 -199 N-P 561 -505 Lumber value set"13B'uses design values Top Chord overhang(s)may be field trimmed. D-E 96 -197 0-Q 282 -192 approved 1/30/2013 by ALSC E-F 137 -194 P-R 525 -486 Plating Notes F-G 170 -188 Q-S 245 -189 G-I 216 -187 R-S 472 -451 All plates are 2X4 except as noted. H-J 598 -551 S-T 528 -534 Plates sized for a minimum of 4.00 sq.inJpiece. I-K 282 -199 T-U 536 -730 J-L 547 -506 U-V 36 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 23.54 B-AA 167 -81 X-H 169 -79 BC 120 0.83 22.06 AA-Z 161 -80 H-W 584 -309 Apply purlins to any chords above or below fillers Z-Y 165 -80 W-U 584 -309 at 24"OC unless shown otherwise above. Y-X 168 -80 Loading Gable end supportsMaximum Web Forces Per Plylbs chord must nt becut 8 or notched. overhang.Top Webs Tens.Comp. (lbs) T-W 227 0 Wind Wind loads based on MWFRS with additional C&C Maximum Gable Forces Per Ply(lbs ) member design. Gables Tens.Comp. Gables Tens. Comp. D-AA 74 -96 K-L 63 -34 E-Z 141 -83 M-N 38 -115 F-Y 89 -74 0-P 80 -42 G-X 95 -91 R-Q 117 -78 NOTES: 1.This drawing is not sufficient alone(or 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 63122 Ply:1 SEQN:17428/T6/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE03 Wgt:63.0 lbs ... / ... 03/02/16 1— 2'1"6 —I H 6, 17'6 6' 9'10'10 11'6' 6' 6'i ( 1 3'10'10 3'70'10 17"6 1 1^—3'4"---I—1'4'--{ (TIP) F=4X4 IT 12 E G 6p 0 a H b C I = � � �3X8 y, 3X88 i I U I I ,JIM 1_..... 19514 A // 2X4 0 X4 N 12X4 11M1-..-2:4 l� /- 1 . K P/ 12' 1 I—14" 1 17 1 1'4-—1 (NNL) (NNL) 1--3'4"--I 1--3'4-—I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),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 I 999 240 Q" 63 /25 /29 /- /10 /140 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 I 999 180 J 264 /106 /175 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.002 C - - 0 Min Brg Width Req= - NCBCLL: 10.00 Mean Height:20.86 ft Code!Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.500 Bearings Q&J are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.033 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.049 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 95 -132 E-F 153 -28 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 J-K 42 0 F-G 152 -28 Lumber A-B 56 0 G-H 86 -30 Value Set:13B(Effective 6/1/2013) B-C 178 -103 H-I 36 -10 C-D 42 -36 I-J 704 -691 Top chord 2x4 SP#2 0-E 81 -30 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"138'uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-P 176 -51 N-M 186 -50 Plating Notes P-O 181 -50 M-L 182 -48 All plates are 3X4 except as noted. 0-N 186 -50 L-J 177 -48 Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(lbs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins D-P 118 -106 M-G 155 -82 to laterally brace chords as follows: E-O 164 -90 L-H 128 109 Chord Spacing(in oc) Start(ft) End(ft) N-F 1 -85 TC 24 -1.33 13.33 BC 120 0.83 11.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 3-0-8. Top Chord overhang(s)may be field trimmed. 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 WEEMEECIM PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17411/T9/GABL 967 Camelia Street Qty: 1 FROM: DRW: GE01 Wgt:211.4 lbs Page 2 of 2 ... / ... 03/02/16 K-AG 139 -83 X-T 202 -159 L-AF 25 -214 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17583/T49/SY42 967Qty: 1 FROM: DRW: FG Camelia Street I E06 Wgt:64.4 lbs 03/02116 j- 1'5"8 _ 1'4' H (TYP) A B C D E F G H I J I 12 vJ 1 i t} j _ 9'1'2 v....------"...%.„-------)/..------"" ..,-------- ....-----"...,------".---------..------}1112X4 T S R Q P 0 N M 1112X4 I" 12' i I 12' 'I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeR/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 L" 108 /- /- /- /- /144 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 U Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing U is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 A-B 0 0 F-G 0 0 Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.031 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. C-D 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 E-F 0 0 Lumber End Vertical Attachment Maximum Bot Forces Ply(lbs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chordsaxm BotC Chord ChordsesPerTens. Comp. Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire U-T 0 0 P-O 0 0 Bot chord 4x2 SP#2 staples,through wide face;or(3)qty.16-Gauge,1" T-S 0 0 O-N 0 0 Webs 4x2 SP#3 Crown(minimum),1-1/2"length wire staples on each S-R 0 0 N-M 0 0 Lumber value set"13B"uses design values narrow face. R-R 0 0 M-L 0 0 approved 1/30/2013 by ALSC Q-P 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(lbs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. V-U 0 9 J-L 0 35 Fasten rated sheathing to one face of this frame. A-U 0 -59 L-K 0 -8 Plating Notes Maximum Gable Forces Per Ply(lbs) All plates are 1X3 except noted. Gables Tens.Comp. Gables Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-T 0 -150 F-P 0 -134 Purlins C-S 0 -129 G-O 0 -133 In lieu of structural panels or rigid ceiling use purlins D-R 0 -134 H-N 0 -137 to laterally brace chords as follows: E-Q 0 -133 I-M 0 -120 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 11.63 BC 120 0.13 11.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 CHEIMIZIMI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEON:17533/T4/SY42 967 Camelia Street Oty: 1 FROM: DRW: FGE04 Wgt:30.8 lbs ... / ... 03/02/16 F--- 1'5"8 + 1'4" (TYP) A B C D E T I L _lI ti 3 a F 'v i9 R 99'1"2 9'1"2 1112X4 III 4„K J I HG4 1.4'+' + 42” 1 i F 4'10" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 K 74 /- 1- I- I- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 K* 103 /- 1- I- I- /50.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 E - - G 6 /- /- I- /- /4.0 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 K Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.119 G Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 Bearings K,K,&G are a rigid surface. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.025 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 A-B 0 0 C-D 0 0 Lumber End Vertical Attachment B-C 0 0 D-E 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs ) Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" K-J 0 0 I-H 0 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. J-I 0 0 H-G 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building L-K 0 -9 E-G 3 0 designer. A-K 0 -59 G-F 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-J 0 -149 D-H 0 -109 Plates sized for a minimum of 4.00 sq.in./piece. C-I 0 -135 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 4.46 BC 52 0.13 4.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILECECIUSO PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17589/T50/SY42 967 Camelia Street Qty: 1 FROM: DRW: FGE02 Wgt:72.8 lbs ... / ... 03/02/16 H 1'5"8 -H 1'4"H (TYP) A B C D E F G H I J K T �a X j Z I 1 " - ZL 91„2 'M II 2X4 V U T S R Q P 0 N 1112X4 1 12'9"12 1 12'9"12 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 M' 108 /- /- /- /- /153 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 W Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 K - - Bearing W is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 A-B 0 0 F-G 0 0 Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 G-H 0 0 C8C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: C-D 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 E-F 0 0 J-K 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire yy-V 0 0 R-Q 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" -U 0 0 Q-P 0 0 Crown(minimum),1-1/2"length wire staples on each V-T 0 0 P-O 0 0 Lumber value set"13B"uses design values narrow face. TU-T 0 0 O-N 0 0 approved 1/30/2013 by ALSC S-R 0 O N-M 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(lbs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. X-W 0 -9 K-M 5 0 A-W 0 -59 M-L 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.in./piece. Gables Tens.Comp. Gables Tens. Comp. B-V 0 -150 G-Q 0 -134 Purlins C-U 0 -129 H-P 0 -132 In lieu of structural panels or rigid ceiling use purlins D-T 0 -134 I-O 0 -139 to laterally brace chords as follows: E-S 0 -133 J-N 0 -108 Chord Spacing(in oc) Start(ft) End(ft) F-R 0 -133 TC 24 0.13 12.44 BC 120 0.13 12.44 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEEEEEMiii PE No.60839 PE No.58544 PE No.71457 63122 Ply:2 SEQN:17689/T35/FLAT 967 Camelia Street Qty: 1 FROM: DRW: FG03 Wgt:335.3 lbs ... / ... 03/02/16 F 3'0"3 I 5'7"14 I 8'4"1 i 10'10"8 I 13'4"15 I 16'1"2 I 18'8"13 I ' "3 2'7"11 2'8"3 2'6"7 2'6"7 283 2711 30 21'9" 30 ' " ' " ' "3 6X8 =_6X6 =4X5 1112X4 =4X5 =6X6 =6X8 A B T1 C D E F G H I T / 77, M w2 wa \\, , i _ 1 ---3L1 49'1"2 _____ • III H051Q2,5"11 m8X112 2,9"3 =6X10 2,9"11 =5 7 2'9"15 -H1i010 2,9"15 =5X7 2'9"11 =6X10 2,9"3 8X12 2,5"11III H0510 A 2'5"1 1 I- 5'2"14 I 8'0"9 I- 1010"8 I 13'8"7 I 16'6"2 I 19'3"5 I 21'9" -A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.240 E 999 261 R 7810 /1200 /399 /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.587 E 444 261 J 8054 /1280 /270 /- /- 14.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 A - - R in Min oWidth Reobased n MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.159 A - Brg 3.9 SMean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 J Min Brg Width Req= Soffit: 10.00 9 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.803 Bearings R&J are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.654 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.795 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): A-B 592 -3663 E-F 1377 -8474 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.00C.1217.15 B-C 1285_91 G-H 1039 -63427 Lumber Purlins D-E 1377 -8474 H-I 639 -3806 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Top chord 2x4 SP '312x42x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SSS Dense TC 24 0.00 21.75 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2,W16 2x4 SP M-30: BC 120 0.00 21.75 :W4,W14 2x4 SP#2: Apply purlins to any chords above or below fillers R Q 10 1 N-M 8023 -1299 Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Q-P 3989 -633 M-L 6547 -1063 approved 1/30/2013 by ALSCP-O 6498-1047 L-K 4122 -677 The TC of this truss shall be braced with attached 0-N 7997 _1290 K-J 10 -1 spans at 24"OC in lieu of structural sheathing. Nailnote Nail Schedule:0.131"x3",min.nails Wind Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 3.50"o.c. Webs :1 Row @ 4"o.c. End verticals not exposed to wind pressure. A-R 561 -3743 N-F 650 -112 Use equal spacing between rows and stagger nails A-Q 5110 -827 F-M 40 -821 in each row to avoid splitting. Bearing Block(s) Q-B 378-2951 M-G 2056 -344 4"o.c.spacing of nails perpendicular and parallel to Brg blocks:0.131"x3",min.nails B-P 3419 -578 G-L 216 -1857 grain required in area over bearings greater than 4" brg x-loc #blocks length/bik #nails/blk wall plate P-C 222-1877 L-H 3298 -538 2 21.417' 1 12" 4 Rigid Surface C_O 2086 -353 H-K 346 -2857 Special Loads Brg block to be same size and species as chord. 0-D 56 _849 K-I 5311 -892 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Refer to drawing CNNAILSP1014 for more information. D-N 687 -124 I-J 607 -3886 TC-From 257 plf at 0.00 to 257 plf at 21.75 E-N 33 _301 BC-From 10 plf at 0.00 to 10 plf at 21.75 Camber PLB- 858 lb Conc.Load at(1.60,9.13) Max JT VERT DEFL:LL:0.24"DL:0.35".See detail PLB- 968 lb Conc.Load at(3.60,9.13) DEFLCAMB1014 for camber recommendations. PLB- 975 lb Conc.Load at(5.60,9.13),(7.60,9.13) Provide for adequate drainage of roof. (9.60,9.13),(11.60,9.13),(13.60,9.13) PLB- 898 lb Conc.Load at(15.60,9.13) Additional Notes PLB- 935 lb Conc.Load at(17.60,9.13) PLB-1522 lb Conc.Load at(19.61,9.13) Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is Plating Notes 3-0-0. All plates are 8X8 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 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 PE No.60839 PE No.58544 PE No.71457 63122 ' Ply:2 SEQN:17585/T23/FLAT 967 Camelia Street Qty: 1 FROM: DRW: FG01 Wgt:25.2 lbs ... / ... 03/02/16 III 2X4 A =4X5 B T _ d" '......N''':.:1----N....N.'v2s.----- _ i/ ( 9r1 n2 D< =4X5 C 0 2' ill 2X4 2' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 D 199 /21 /60 /- I- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 199 /21 /60 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.089 Bearing D is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.014 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.009 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 3 -9 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: D-C 10 -3 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2 2x4 SP#3: TC 24 -0.13 1.88 BC 24 -0.13 1.88 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-D 33 -94 B-C 33 -94 Nailnote The TC of this truss shall be braced with attached A-C 0 -1 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Additional Notes Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-4-0. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 189 plf at 0.00 to 189 plf at 2.00 BC-From 10 plf at 0.00 to 10 plf at 2.00 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MW FRS 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 Eliangnina PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17581/T30/SY42 967 Camelia Street Qty: 1 FROM: DRW: F17 Wgt:84.0 lbs ... I ... 03/02/16 8' 10'1"12 15'6"4 8I ' I 2'1"12 I 5'4"8 H f"~2' I6" _I 2'6"12-I--2'6"12--i f~2'6"12-H P{ (TYP) 11112(3 eff8 III LeX3 =R(3 IIIEX3 =3X8 1112(4 T y'a M.,' — - _ ii. O 9'1"2 1 =3X8 1111X3 =4X4[9] =3X8 3X8 K J I H i 15'6"4 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lideft U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt:NA Ce:NA VERT(LL): 0.299 J 604 360 L 837 /- /- /- /- /2.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.520 J 348 241 H 858 I- /- I- I- /- • BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 B - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.076 B - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing Lis a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.590 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.833 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.529 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -6 D-E 0 -2467 I:NA GCpi:NA Plate Type(s): B-C 0-2397 E-F 0 -2449 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 -2397 F-G 3 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire L-K 1491 0 J-I 2467 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" K-J 2472 0 I-H 1465 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging M-L 0 -10 D-J 27 -145 No Size Shift Bite No Size Shift Bite recommendations. L-A 0 -109 E-I 0 -356 [9] 4X4 1.25 L 1.25 L-B 0-1641 I-F 1110 0 Truss must be installed as shown with top chord up. B-K 1002 0 F-H 0 -1630 Purlins The overall height of this truss excluding overhang is C-K 0 -331 H-G 0 -15 In lieu of structural panels or rigid ceiling use purlins 1-4-0. K-13 179 -445 G-H 0 -122 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 15.40 BC 120 0.05 15.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.30"DL:0.24".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17492/T29/SY42 967 Camelia Street Qty: 5 FROM: DRW: F15 Wgt:96.6 lbs ... / ... 03/02/16 8' 9'8"12 17'8"12 II I 8' 1'8"12 8' I ---2'6 —F—2'6"12--j--2'6"12—I I—2'6"12--I 2'6"12—I I I (TYP) III A4 =3X8 III a4 =3X3[61 =353[91 1112X4 =33(8 III2X4 T 3�:-a o i 3X8[5] 1112X4 1112X4 =3X8[11] =3X8 N M L K J I 3X8 r 17'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.295 L 701 360 N 962 I- I- l- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.461 L 448 275 I 975 I- I- /- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 I - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.063 I - - I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.392 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.697 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0' MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.603 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2845 I:NA GCpi:NA Plate Type(s): B-C 0-2846 F-G 0 -2845 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2846 G-H 3 0 Lumber End Vertical Attachment D-E 0-3349 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Topchord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" N-M 1701 0 K-J 3348 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set'13B"uses design values narrow face. M-L 3349 0 J-I 1699 0 approved 1/30/2013 by ALSC L-K 3349 0 Additional Notes Plate Shift Table +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. 1 5] 3X8 3.50 L 1.25 1 6] 3X3 1.25 R 1.25 O-N 0 -10 K-E 126 -99 19] 3X3 1.25 L 1.25 [11] 3X8 3.50 R 1.25 Truss must be installed as shown with top chord up. A-N 0 -108 E-J 0 -788 The overall height of this truss excluding overhang is N-B 0-1890 F-J 0 -293 Purlins 1-4-0. B-M 1266 0 J-G 1267 0 In lieu of structural panels or rigid ceiling use purlins C-M 0 -293 G-I 0 -1891 to laterally brace chords as follows: M-D 0 -787 I-H 0 -15 Chord Spacing(in oc) Start(ft) End(ft) D-L 126 -100 H-I 0 -115 TC 24 0.13 17.60 BC 120 0.13 17.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.29"DL:0.22".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray GIEEMICEMOI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEAN:17550/T45/SY42 967 Camelia Street Qty: 1 FROM: DRW: F13 Wgt:70.0 lbs ... / ... 03/02/16 5'4"8 7'9"11 13'2"3 5'4"8 I 2'5"3 I "I 5'4"8 r"{----2'6" I- 2'6"12-I I----2'6"12--I f (TYP) III 12(3 =4X5 III 8(3 III 8X3 =4EX5 IIIp3 38L 1 t 912 K =3X4 =3X4 _ 0 3X8 J I =3X8 Fi i 13'2"3 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.156 C 974 360 K 712 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.305 C 499 240 H 712 /- 1- 1- /- /5.7 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.058 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.746 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.738 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.365 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 D-E 0 -1786 I:NA GCpi:NA Plate Type(s): _ B-C 0-1786 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1799 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 K-J 1185 0 I-H 1185 0 Webs 4x2 SP#3 J-I 1799 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins L-K 0 -10 D-I 0 -250 to laterally brace chords as follows: A-K 0 -106 I-E 747 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1318 E-H 0 -1318 TC 24 0.13 12.80 B-J 747 0 F-H 0 -106 BC 120 0.13 12.80 J-C 0 -250 H-G 0 -10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:175461 T48/SY42 967 Camelia Street Qty: 3 FROM: DRW: F11 Wgt:95.2 lbs ... / ... 03/02/16 8' 18'8"I I16'10"8 8' 8" 8'2"8 FE.--2'6"—+—2'6"12 -I 2'6"12--j I—2'6"12 I 2'6"12--{--2'6"12-A (TYP) 3X3 B(3 1112X4 1112X4 . •5X7 III A4 =3g X8 III Zcc X4 =3X3 E F 3X4 G H I J T 3.8 R _ , 3- 0 10'2"2 ,.. '44%, ... - .0.00000.000... .ii:i qf W=3X4 III 2X4 =4X8[13) 1112X4 Q P O N M L K 3X8 =3X8 =3X4 1 16'10"8 it Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.301 E 655 360 a 920 /- /- /- I- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.470 E 420 263 I 920 /- 1- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 L - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.061 L - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&I are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.958 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.879 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.971 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -1871 I:NA GCpi:NA Plate Type(s): B-C 0-2669 G-H 0 -1833 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2669 H-I 0 -1871 Lumber Additional Notes D-E 0-3096 I-J 0 0 Value Set:136(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-3089 Top chord 4x2 SP M30:T2 4x2 SP#2: STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP#2 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Q-P 1613 0 N-M 3096 0 approved 1/30/2013 by ALSC 1-4-0. P-O 1613 0 M-L 2727 0 O-N 3095 0 L-K 0 -1 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [13) 4X8 4.50 R 1.25 R-Q 0 -10 E-M 32 -136 Purlins A-Q 0 -107 M-F 588 -1 In lieu of structural panels or rigid ceiling use purlins Q-B 0-1793 F-L 0 -947 to laterally brace chords as follows: B-O 1167 0 G-L 0 -365 Chord Spacing(in oc) Start(ft) End(ft) C-O 0 -278 L-I 2039 0 TC 24 0.13 16.75 O-D 0 -646 I-K 21 0 BC 120 0.13 16.42 D-N 88 -92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.30"DL:0.19".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge.7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1' Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17574/T40/SY42 967 Camelia Street Qty: 1 FROM: DRW: F09 Wgt:40.6 lbs ... / ... 03/02/16 2'6"10 3'6"14 6'1"8 2'6"10 I 1'0"5 2'610 I-1'1"1 H [311 I-3.1 f-1'1"13'•1 I-11"13-I-1'1"1 H 192X6 4 =4X8 III CD 3 =4X5[9) F T 22N 1�. L tiG I INIst II P O 9'1"2 ///=4XK[5] w�X3 I H a3 X4 1112X4 =-4X5[12] 6'1"8 I 6'1"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.040 D 999 360 M" 984 I- l- I- I- /22.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.066 D 830 240 H 1001 /- /- I- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 H - - M Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.009 H - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings M&H are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.785 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.633 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.603 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 D-E 0 -1324 I:NA GCpi:NA Plate Type(s): B-C 0-1284 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1336 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 (5)qty. 15-Gauge,7116"Crown,2-1/2"length wire Botchord4x2 #2 staples,through wide face;or(3)qty.16-Gauge,1" M-L 333 0 J-I 1146 0 Webss4xx2 SP##3 3 Crown(minimum),1-1/2"length wire staples on each L-K 333 0 I-H 1146 0 Lumber value set"13B"uses design values narrow face. K-J 1336 0 approved 1/30/2013 by ALSC Additional Notes Maximum Web Forces Per Ply(lbs) Special Loads Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) The overall height of this truss excluding overhang is TC-From 4 plf at 0.13 to 4 plf at 6.00 9 9 9 N-M 0 -26 D-J 0 -195 BC-From 10pifat 0.00 to 10plfat 6.12 1-10. A-M 0 -523 J-E 237 0 TC- 920 lb Conc.Load at 0.60,2.60,4.60 M-B 0 -444 E-I 39 0 B-L 0 -969 E-H 0 -1528 Plating Notes B-K 1267 0 F-H 29 -12 All plates are 1X3 except as noted. K-C 0 -811 H-G 2 -7 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 4X4 1.25 R 1.25 [9] 4X5 2.25 R 1.25 [12] 4X5 2.75 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 5.75 BC 67 0.13 5.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray liEIEWILEE PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17562/T43/SY42 967 Camelia Street Qty: 2 FROM: DRW: F07 Wgt:40.6 lbs ... / ... 03/02/16 2'3"83'6"8 6'5" 2'3"8 I 1'3" 2'10"8 H „8-1- 1'9"4-.i 1--2'6" .I3i 1111X3 =3X3 1111X3 A 14X5 =3C D E F i �- ) ,� t G T 010'2"2 t 1 ! 9'1"2 1111X3 =3X3 III X3 K J I H =4X5 r 6'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.028 I 999 360 A 345 /- /- I- 1- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.050 I 999 240 H 345 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 H - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.013 H - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&H are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.436 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.293 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.228 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -415 1:NA GCpi:NA Plate Type(s): B-C 0 -404 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 -378 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 K-J 0 -1 I-H 416 0 Webs 4x2 SP#3 J-I 415 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins K-B 21 -7 E-H 0 -463 to laterally brace chords as follows: B-J 480 0 F-H 0 -120 Chord Spacing(in oc) Start(ft) End(ft) J-0 0 -220 H-G 0 -11 TC 24 -0.13 6.04 I-E 62 -29 BC 70 0.21 6.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128-x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IIIMICEECIIMI PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEON:17521/T27/SY42 967 Camelia Street Oty: 1 FROM: DRW: F04 Wgt:46.2 lbs ... / ... 03/02/16 2'10"8 5'4"8 8'3" 2'10"8 I 2'6" I "I 2'10,'8 (312'6"--I r 71 (TYP) 1111X3 =36X4 =3X4 111Cp1 X3 I T 'v 1 T r O9'1"2 III 1 X3 III 1X3 I H G F =4X5[2] =4X5 I- 8'3" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.121 H 768 360 I 720 I- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.190 H 490 240 F 521 /- I- I- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.065 B - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings 18 F are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.893 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.829 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.286 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -925 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or I-H 928 0 G-F 919 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire H-G 925 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Lumber value set"138"uses design values narrow face. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads J-I 0 -15 G-C 109 0 ---(Lumber Dur.Fac=1.00/Plate Dur.Fac.=1.00) A-I 0 -213 C-F 0 -1022 TC-From 100 plf at 0.13 to 100 plf at 8.13 I-B 0-1032 D-F 0 -82 BC-From 10 plf at 0.00 to 10 plf at 8.25 B-H 85 -59 F-E 0 -9 TC- 359 lb Conc.Load at 1.98 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (2] 4X5 2.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 7.88 BC 93 0.13 7.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eiz , Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEEMEEM PE No.60839 PE No.58544 PE No.71457 63122 Ply:1 SEQN:17515/T33/SY42 967 Camelia Street Qty: 1 FROM: DRW: F02 Wgt:131.6 lbs ... / ... 03/02/16 I"' 3'1" 3p"1,2 14'0"12 1151"12I I 231"12 3'1" 1 10'6" 11" 8' g I-2'6"12---I I I Fl I--2'6.12-1---2'6.12-}--21712--I 2'6"12-I I-2'6.12-I--2.612-"}-2'6"--I (TYP) 114X5 =3X3 E G H K AB C D�3X4 F =4X: W1X4 = X4 =3X3 L =NX8 N r 0 102"2 !:. Iftl ,...ri _ .s ,,. , -...**\,,.,, - 4i"'Ir."til 9'1"2 =3X3 W= X4 03X8[14] nP =3X8 =3X8 1 X W V U T S R 0 P 0 =4X8(10) 1 61" 1 17'6'12 1 I 23'912 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.310 0 669 360 A 261 /140 /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.499 Q 416 277 U 1628 /- /- I- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.029 M - - 0 898 /- I- I- /- I- Des Ld: 55.00 EXP:NA HORZ(TL):-0.045 M - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 U Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.850 0 Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.756 Bearings A&U are a rigid surface. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.693 C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 A-B 0 0 H-I 0 -2046 Lumber Additional Notes B-C 497 -212 I-J 0 -2046 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 493 -120 J-K 0 -2534 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging E-F 1176 -220 L-M 0 -2534 Bot chord 4x2 SP#2:B2 4x2 SP M-30: recommendations. F-G 1176 0 M-N 3 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. G-H 0-2046 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSO 1-4-0. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 0 -2 S-R 2797 0 W-V 220 -504 R-Q 2802 0 Plate Shift Table V-U 216 -510 Q-P 2804 0 JT Plate Lateral Chord JT Plate Lateral Chord U-T 749 0 P-0 1542 0 No Size Shift Bite No Size Shift Bite T-S 749 0 [10] 4X8 2.75 L 1.25 [14] 3X8 4.00 L 1.25 Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: X-B 42 0 S•J 0 -932 Chord Spacing(in oc) Start(ft) End(ft) B-W 233 -543 J-R 174 -43 TC 24 -0.13 23.69 W-D 124 -146 Q-K 74 -142 BC 120 0.21 23.44 V-E 147 0 K-P 48 -534 Apply purlins to any chords above or below fillers E-U 0-1045 L-P 0 -298 at 24"OC unless shown otherwise above. F-U 0 -270 P-M 1096 0 Hangers/Ties U-G 0-2044 M-0 0 -1716 G-S 1455 0 O-N 0 -15 (J)Hanger Support Required,by others H-S 0 -278 N-0 0 -115 Camber Max JT VERT DEFL:LL:0.31"DL:0.28".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECEOCEM PE No.60839 PE No.58544 PE No.71457 ,D S V mm z" < cn0 > DCO -1 m m -1 < r �J I °i X D m 1 a o m 0. D -0 D O 0 7:j ���� . 06 -- mwm zcnz _ zc> D � � (nO r\.) Ni o-I zOm 0c > m )�o. I ll ) 1m kt I II ' 2 5z = W I / OO o� ODD 1 CO 0000 (n Z 1 -I —I �^ 3,°- y n O z m = 0 O D cn ,Oj O ( J *2 rim mm0 * �:—:� 4 700 / 0 rZr-�� /��1/ 0m -< m � 'Zm rill r D z • Ul ('" 0 N r m 0 r co H 0 cnCO _ 1-1-1 m > mz o � � c c m� m � �? mrn = cn C � E — �X o � � m (j) z m _ m D <o Oz mDm -< N 00 co m mm n< me c- mCmi cn "1:1 m mz e � is \ \ P,� m0 mmm m wO (J) zo OSA 71 z73 . . 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C) z � \ m - Doo Dco � p D0 0 W D 0 1-- X � M ry m mmm O Xn cc) co z < 0 Job#63122 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 04'10"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 506.67 0.00 1 12'00"00 FGE06 SY42GABL 0.00/12 Pitch 1 -Ply 1 1295.00 0.00 Total of Trusses 78 Maximun Height 08'05"03 Page 3 of 3 Job#63122 BEARING INFORMATION QTY SPAN 1 DESCRIPTION I BRG# REACTION UPLIFT 2 21'09"00 T12 COMN 6.00/12 Pitch 1-Ply 1 797.17 242.00 2 797.17 242.00 1 02'00"00 T13 MONO 6.00/12 Pitch 1 -Ply 1 186.11 49.00 2 60.49 16.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 23'06"04 F01 SY42 0.00/12 Pitch 1 -Ply 1 300.03 0.00 2 1466.74 0.00 3 934.94 0.00 1 23'09"12 F02 SY42 0.00/12 Pitch 1 -Ply 1 261.46 0.00 2 1627.80 0.00 3 898.06 0.00 1 03'05"00 F03 SY42 0.00/12 Pitch 1-Ply 1 266.12 0.00 2 358.67 0.00 0 71 )c "j t SY42 0.00/12 Pitch 1-Ply 1 719.89 0.00 t tIflll 2 521.28 0.00 3 08'03"00 /1SY42 0.00/12 Pitch 1 -Ply 1 441.25 0.00 toc . ?` �t 2 441.25 0.00 2 06'05"00 �+ SY42 0.00/12 Pitch 1 -Ply 1 345.07 0.00 2 344.93 0.00 1 0 f19"nn ': SY42 0.00/12 Pitch 1 -Ply 1 714.82 0.00 2 586.01 0.00 1 06'01"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 1844.13 0.00 2 1001.33 0.00 2 1610"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 915.62 0.00 2 915.62 0.00 3 16'10"08 F11 SY42 0.00/12 Pitch 1 -Ply 1 920.18 0.00 2 920.23 0.00 1 15'02"03 F12 SY42 0.00/12 Pitch 1 -Ply 1 822.39 0.00 2 822.39 0.00 1 13'02"03 F13 SY42 0.00/12 Pitch 1 -Ply 1 712.39 0.00 II 2 712.39 0.00 6 16'10"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 913.33 0.00 2 913.33 0.00 5 17'08"12 F15 SY42 0.00/12 Pitch 1 -Ply 1 962.47 0.00 2 975.24 0.00 1 17'06"04 F16 SY42 0.00/12 Pitch 1 -Ply 1 947.10 0.00 2 967.69 0.00 1 15'06"04 F17 SY42 0.00/12 Pitch 1 -Ply 1 837.07 0.00 2 857.72 0.00 1 12'04"00 F18 SY42 0.00/12 Pitch 1-Ply 1 665.83 0.00 2 665.83 0.00 1 13'09"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1492.08 0.00 1 12'0912 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 1384.37 0.00 1 16'10"08 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.80 0.00 2 1757.45 0.00 1 04'10"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.96 0.00 2 430.24 0.00 3 6.06 0.00 Page 2 of 3 Please always consult a Registered Design Professional. B1 STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES v RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 c LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 10' 3 m or8 ( 1 Diagonal bracing Repeat diagonal bracing o NOTICE Refer to 15'(4.6 m)• every 15 truss spaces 30' U Install ground bracing.2)Set first truss and attach securely to)ground bracing.3)Set next 4 = (9.1 m)max. 2 trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7*"for more % _ s bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. _�_ , .2 b trusses see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see • �� `-' below). Repeat process with groupsof four trusses until all trusses are set. Vea el resumen BCSI-B7*** Ii I i -. 111"--- -'"---- -.. "--......- - --;.•-•"---.../-_- ..... > ) ve 1.411111111110 l _i = para más information. it...wino , I 1 1)Instate los aaiostres de Cierra.2)Instate e!pdmero truss y ate seguramente al arriostre de Tierra. �. 3)Instate los proximos 4 trusses con restriction lateral temporal de miembro corto(yea abajo).4) l"-`11';'w ' N Instate el arriostre diagonal de la cuerda superior(yea abajo).5)Instate arriostre diagonal para los Apply diagonal brace to vertical N E pianos de los miembros secundarios para estabilice los primeros onto trusses(yea abajo).6)Instate webs at end of cantilever and at la restriccron lateral temporal y arriostre diagonal para la cuerda inferior(Yea abajo).7Repita este bearing procedimiento en grupos de cuatro trusses pasta que todos los trusses estén insta/ados. locations. All lateral restraints lapped at least two trusses. §S NOTICE Refer to BCSI-B2***for more information. O *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords c._ yea el resi men SCSI-82***para man information. and 15'(4.6 m)o.c.tor 4x2 chords. �8 RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES :. sa .. RESTRICCIbN/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES INSTALLING - INSTALAC/ON Out-of-Plane •a 0 0 Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber.Attach 9 Tolerances for Out-of-Plane. Max.Bow Truss Length to each truss with at least 2-10d(0.128x3"),2-12d(0.128x3.25")or 2-16d(0.131x3.5")nails. Tolerancias para Fuera-de-Plano. ' g 3/4' 12.5' La madera 2x4 dasificada por estres es la madera minima utilizada para restriction lateral y arrastramiento di- Max.Bow D/50 D(ft.) (19 mm) (3.8 ml '§2 agonal.Atarfas a cada braguero con al minima 2 davos 10d(0.128x3"),12d(0.128x3.25')o 160(0.131x3.5"). _Length-► 7/8" 14.6' 3 n 0 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses l' _ [(7tiTi11[Lrir!u17 122 mm) (4.5 m) (PCTs).See top of next column for temporary restraint and bracing of PCTs. Max.Bow Lengthf1" 16.7' g Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas Max.Bow o �� {25 mm) (5.1 m) 9Rt (PCTs)3x2 y 4x2.yea la parte superior de la columna para la restriction y arriostre temporal de PCTs. t 1-1/8" 188' 2 S Length ry' Plumb�� (29 mm) (5.7 m) k A 1)TOP CHORD-CUERDA SUPERIOR Q /line ®� 1-114" 20.8' v 3 Tolerances for Elim INN (3z mm) (6223.9n:1) 6.3 m) f Truss Span T' 7op'Ci"o nary t titer 1-fa"tom'rain!(TCTGftT pac�I1g Out-of-Plumb. 1-v4 1-318" 22.9' 3 ongitud de Tramp Espacramiento: iostre Temporal de la Cuerda Superior p II 32 mm (35 mm) (7.0 m) rn Up to 30' Tolerancias para /50 max Mii 10 (3 m)o.c.max. Fuera de P.omada. MI (381-1 mm) (7.6 m) m (9.1 m) g - IBEFIBI1-3/4" 29.2' ,5 30'(9.1 m) 8'(2.4 m)o.c.max. (45 mm) (8.9 m) m 45'(13.7 m) CONSTRUCTION LOADING 2• 233.3' u 45'(13.7 m)- CARGA DE CONSTRUCCION 111111111E1 (51 mm) (10.1 m) 6'(1.8 m)o.c.max. r a 60'(18.3 m) DO NOT proceed with construction until all lateral d a 60'(18.3 m)- restraint and bracing is securely and properly in place. Maximum Stack Height _= 4'(1.2 m)O.C.max. for Material on trusses y.- 80'(24.4 my. NO proceda con la construction hasta que todas las restricS.- •Consult a Registered Design!Professional for trusses longer than 60'(18.3 m). =-, . c/oneS laterales y los arriostres estén colocados en forma Material Height c a 'Consume a un Professional R istrado de Disedo para trusses mas de 60 pies. _``` / dpropiada y Segura. Gypsum Board 12-(305 mm) 'E El See BCSI-Bra***for TCTLR options. __:_--,.,..--r-:--_-- -----.%.` `�V�`� DO NOT exceed maximum stack heights.Refer to BCSI-B4**' Plywood or OSB 16'(406 mm) 1 a yea el BCSI-BI***para las opciones de TCTLR. \�� \���� for more information. a p• _c=, A. ��`� Asphalt Shingles 2 bundles :3 _ NO exceda las alturas m3ximas de montdn.✓ea el resumen NOTICE *** `��````` SCSI-84*** rd mas infOrmaCidn. Concrete Block 8'(203 mm) 'v 5 Refer to BCSI-63 _ -''''f..-1.- --1‘..- �\ \���� & for Gable End Frame restraint/bracing/ -.:..------'7_:---7-."......:. "vis ���� A o .'; �`�� �[``pv0 _ ,� Clay Tile 3-4[les hien x reinforcement Information. _ � a !'d2 informaddn sabre restr cddn/ .... t,```�� TCTLR \I \I►� I \ ��' �_ �� i _ E arriostre/refuerzo pars Armazones �� o Hastiales yea el resumen SCSI-83*** t,�4�- 10"or NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. •• 't Note:Ground bracing not shown for clarity. d Truss attachment NUNCA apile los materiales cerca de un pica,a centro de la luz,en ,I ,I $ 0 Repeat diagonal braces for each set of 4 trusses, required at support s) cantilevers o aleros. �l.♦� % Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A-A ;,8 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS DO NOT overload small groups or single trusses. E1' NO sobrecargue pequen"os grupos o trusses individuates. 3 B NOTICE LATERAL RESTRAINT&DIAGONAL BRACING ARE El Place loads over as many trusses as possible. _ VERY IMPORTANT Coloque las cargas sobre tantos trusses coma sea posible. 1 --- iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL El Position loads over load bearing walls. 1 t Coloque las cargas sabre las paredes soportantes. g SON MUY IMPORTANTES! �� T Diagonal g- 4,.. . ,,�'. bracing CO splice reinforcement ALTERATIONS-ALTERACIONES l u 1 \ �11'! �� Truss Member g> `1. .. rax CLR NOTICE Refer toeCSI-B5.*** Tmssbrac.gnolsnowntorcunty oq _4!1\�`S:'.k 1 e,! ` ✓ea el resumer BCSI-B5.'*' m v • Web members .�\'Q.;... `•a I I . ��\..„,,44:.•<"4.4.7.' '`�11 vi pDO NOT cut,alter,or drill anystructural member of a truss unless J c 5 ��� �� . •�� `- specifically permitted by the truss design drawing- �, a `.;;TNI a. � `` NO torte,alter!o perfore ningun mlembro estructu2l de un truss `' ..; '' ,laI a menos que este especificamente permitldo en el dibujo del disen"o del truss-chordsblAPillp.- 'littatiti Mnimum72zScabblock ce tere0 over splice.Attach NOTICE Trusses that have been overloaded during construct on or altered without the Truss Man braces toCLRvaultminimum816dufacturer's rior a oval may render the Truss Manufacturers limited warran null and void.very SO truss spaces (0135x3.51 nails each side p ty 0'(6.1 m)max. el spice or as specified by the Trusses que se han sobrecargado durante la construction o han sldo alterados sin la autor- "aa; 10'(3 m)-15'(4.6 m)max. Bonding Designer. ..m Same spacing as bottom Note:Some chord and web members izacion previa del Fabricante de Trusses,pueden hater nulo y sin efecto la garanha limitada del pa SECTION A-A Fabricante de Trusses. *-S chord lateral restraint not shown for clarity. v "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. o'`m 3)BOTTOM CHORD-CUERDA INFERIOR . .L.,..\.-711111111,141, To view a non-printing PDF of this document,visit sbcindustry.com/bi. nS Lateral Restraints-2%4%12'or `` ,�* '. Member NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator Of applicable)are 8 F greater lapped over two trusses �� `��`\ professionals with the capabety to undertake the work they have agreed to do on any g project.If the contractor believes t needs € 1` =` assistance In some aspect of the construction project,n should seek assistance horn a competent party.The methods and procedures .m or CLR splice reinforce- �` ` .' ote:Some chord outkned in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. ►`� ` ng, rg,restraining bracing trusses are based upon the collective experience of leading 2 2 Ment. ` `� `` nd web members These rel Involved wet ns for handl) anufah andinstallation, and `�. `��` ` personnel Involved wi h truss design,manufacture and Inttallatbn,tut roost,due to the nature of responsibilities invoked,be presented Bottom •A�� l� ..4.: ot shown for only as a GUIDE for use by a qualified[Nadine designer or contractor.It H not intended that these recommendations be interpreted as chords_``•```........, 4.e.10., arity. superior to the bulking designer's design spedrkatbn for handling installing,restraining and bracing tresses and it does not preclude the `� � `�. use of other equivalent methods for restraining/bracing and provldng stability for the oafs,columns,Coors,roofs and alt the interrelated a 1 `` ` ` structural building components as determined by the contractor.Thus,58CA and TP1 expressly disclaim any respvnslbllty for damages E ��`�1\ ` arising from the use,appication,or reliance on the recommendations and information contained herein. g iv vo _torar4idrla9ona!racesLerY 10 SBCWOO truss spaces 20'(6.1 m)max. Enterprise Madison,WI 5 TRUSS PLATE INSTITUTE 10'(3 m)-15'(4.6 m)max. 6300 Ente p se W re• WI 53719 218 N.Lee St.,Ste.312•Alexandria,VA 22314Ae 608-274-4849•sbcindustry.com 703-683.1010•tpinst.org € PARA EL MANEIO, INSTALACIO , RESTRICCIO NN V ARRIOSTRE DE LOS TRUSSES manente complejo. Por favor, siempre consulte a un Profesional Registrado de Disen"o. B1 BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, I -• l . GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint idenb'fiquelafrecuenciaolocalizationderestriction lateral 0 DONT overload the crane. and diagonal bracing.Follow the recommendations yanlostrediagonal temporales.Use las recomendaciones for handling,installing and temporary restraining demar manejo,irrstalacion,restriction y arriostre temporal de NO sobrecargue la grria. and bracing of trusses.Refer to BCSI-Guide to los trusses.Yea el folleto BCSI Ia Buena [Acts a Good Practice for Handling.Installing.Restraining para el Manejo.Instalacion.Restriction vAmostre de los NEVER use banding to lift a bundle. &Bracing of M tel PlatConnected Wood Trusses*** Trusses de Madera Conectados con Pietas de Meta(*** NUNCA use las ataduras para levantar un paquete. for more detailed information. para infonrwcron mas detallada. // Truss Design Drawings maysi? '441.611t*4'' El A single lift point may be used for bundles of /,.:V/J,� 9 9 pecify locations of Los dibujos de diseno de los busses pueden especificar top chord pitch trusses up to 45'(13.7 m)and - - permanent lateral restraint or reinforcement for las localizations de restriction lateral permanente o parallel chord trusses up to 30'(9.1 m). individual truss members. Refer to the BCSI- refuerzo en los miembros individuates del truss. Vea la B3***for more information.All other permanent ho resumen BCSI-B3*** Useo at pitch two lift points for(18.3 m)of top bracing design is the responsibility of the building resto de los diseflos de arriostres mas rn antes son la chord rd trusses trusses to 4 (1 7m).Use and yeast A WARNING withDo truss not over load supporting designer. p cio. ter son!a lel chord for u 4S' oft it least structure bundle. respatsabitided del disenador del edifrdo. three lift points bundles top chord pitch trusses>60'(18.3m)and parallel chord trusses iADVERTENCIA!No nsobrecargue la A WARNING The con >45'(13.7 m). estructura apoyada con el pa de sequences of improper handling,erecting,installing,restraining —_ Puede user un solo I ar de levantar para pa- and bracingcan result in a collapse `' * El Place truss bundles in stable b of the .. _ quotes de trusses d ala cuerda superior haste 45' position. structure,or worse,serious personal injuryor - -.. trusses de cuerdas paquetes de trusses en una position W y panatelas va t r ons. Pure death. f •(. -ar Use por to menos dos puntos de levantar con astable. i hERTENCIA!El resultado de un mane _• grupos de trusses de cuerda superior inclinada )o haste 60'y trusses de cuerdas paralelas haste levantam,ento fnstalacion,restriction y arrisotre , 'I �� 45:Use irtcorrecto puede ser la Saida de la estructura o f por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada * _,, mas de 60'y trusses de cuerdas paralelas mas de 45: eon peon,her!dos o muertos. -. .' A(WA-1'0H Exercise care when remov- -.>_ - MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES A ing banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES damaging trusses and prevent injury.Wear ��r personal protective equipment for the eyes, , ' I'Ff NOTICE Using a single pick-point at the peak cardamage the truss. feet,hands and head when for with working ` ug p para levantar puede trusses. ori El use deun solo! ar en el im 1111PM pacer dan'o al truss, 80'or less Ir.,WPL 1•'B Utilice cautela at guitar las ataduras , �� � o los pedazos de metal de sujetar para evitar —,—,\ dello a los trusses y prevenir la herida personal. 1, R Lleve el equipo protectivo personal para Ojos Approx.,2 y pies,manos y cabeza cuando trabaja coA n Use t (U� tlUlice .-----.01111111 4: truss length 7agline trusses. special care in cuidado especial en TRUSSES UP TO 30'(9.1 m)_,„. windy weather or digs ventosos o cerca TRUSSES HASTA 30 PIES near power lines de cables electricos o • j and airports. de aeropuertos. Locate Spreader bar Attach '1 'rT 2:Ti above or runback t0(3 m) o.c.max. IIIme-height - 1�,�'I T°e-n►_-7 _,..„it ``, Spreaderbarl 5peeaOerbar,nt0 „....1._ l //1 tik��U�Ail/_►'\\ for truss 7agline2/3 " length . TRUSSES UP TO 60'(18.3 m) _0. t_ Spreader bar 213 to TRUSSES HASTA 60 PIES 3�4 buss IBrgM —� HANDLING — MANEJO Tana I ���� ,S TRUSSES S SOME 60( m) A'\ f F TRUSSES HASTA Y SORRE 60 PIES _i NOTICE Avoid lateral bending. -A,fO ^� Ri Hold each truss in position with the erection equipment until top chord temporary lateral restraint Evite la flexion lateral. is installed and the truss is fastened to the bearing points. NOTICE 0 Use proper rig- Use equipo apropiado Sostenga cada truss en position con equipo de groa hasty que la restn'ccion lateral temporal de la The contractor is responsible for prop- ging and hoisting para levantar e cuerda superior este instalado y el truss este asegurado en los soportes. erly receiving,unloading and storing the trusses equipment. improvisar. at the jobsite.Unload trusses to smooth surface INSTALLATION OF SINGLE TRUSSES BY HAND N to prevent damage. El lsta bene la responsabilidad de INDIVIDUALES POR LA MANO recibiribis,descargar y almacaner adecuadamente RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES los trusses en la obra.Descergue los trusses en s, la tierra lino para prevenir el dano. Trusses 20' �. . i. ' -- � Trusses 30' (6.1 m)ort (9.1 m)or `""-- aitte>c' 7 E� ��Jr, 1 less,support \� less,support at 0 %%/1^ - near peak. V" quarter points. Gr . - Soporte terra al 1� �. ito ii „ Soporte de los cuartos .� / ":1..,...%'_-r"mo' ;0 los trusses kit-Trusses up to 20' 4.:: de tramo los I E Trusses up to 30' • . N , • • �yc., de 20 pies o (6.1 m) trusses de 30 (9.1 m) . ,,., -• r 0 DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies g'' `�'• �_R / ' unbraced bundles verh'calmente los II El Trusses may be unloaded directly on the ground upright. trusses S1e1t0S TEMPORARY RESTRAINT & BRACING at the time of delivery or stored temporarily in contact with the ground after delivery.If trusses �.� ► RESTRICCION Y ARRIOSTRE TEMPORAL ■ are to be stored for more than one week,place ir blocking of sufficient height beneath the stack • ,,' of trusses at 8'(2.4 m)to 10'(3 m)on-center •-...., NOTICE Refer to BCSI-62***for more information. Top Chord Temporary (o.c.). Yea el resumen BCSI-B2***para mas information. ` Lateral Restraint Los trusses pueden ser descargados directamente ,:,x ` '/ij f �` (TCTLR) en el suelo en ague/momento de en(rega o El Locate ground braces for first truss directly in line ,, 2x4 min. almacenados temporalmente en contacto con el �,,, rows of top chord temporary lateral restraint ', 1 suelo despues de entrega.Si los trusses estaran �rrr:a»crr.'^--4-r.- 'a \,• .. -r le in the next column). `\I,' r►1,,A guardados para mds de una semana,ponga P :v...-- .) - I.-los arriostres de tierra para el �� , s 2'o.c.,typ. tie los bloqueando de attura to 10 me detras de la la t; primer .\ �� de los trusses a 8 hasty 10 pies en centro(o.c.). DO , rectamente en linea con Cada unci de las El on NO almacene en tierra Brace first For trusses stored for more than one week cover un '`�`_. f`' desiguaL 'd�restriction lateral temporal de le cuerda =90 bundles to protect from the environment.- • i l •)! uperior(yea!a table en la Proxima columna). truss l securely • Para trusses guardados Por mas de unci semana, 'e r� •►i�I;�-T walk on unbraced trusses. before cubra los paquetes para protegerlos del ambience. ,OYa,ine en trusses sueltos. I erection of r additional Refer to BCSI***for more detailed information ....Tr-'_ _t r DO NOT stand on truss overhangs until trusses. pertaining to handling and jobsite storage of �+i ail s O� Structural Sheathi has been applied 9 [o trusses. Y (\ .,��� n9 �-I I I I I I I� ,I -S the truss and overhangs. til. , . Yea el folleto SCSI***para infom.addr.mas data!- ,g NO se pare en voladizos cerchas pasta Lada snore e!mane' elmacenado de!os trusses X \ Revestimiento estructural ha sido aplicado en area de babajo. a la armadura y voladizos. II V HOJA RESUMEN DE LA GUI-A DE BUENA PRACTI r Vanos más de 60 pies pueden re•uerir arriostre •e