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1810 ATLANTIC BEACH DR - TRUSSES 7 HOMES SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 63 MODEL: Natter Residence DESIGNED/CHECKED: SR/DB d TRUETRUSS A■■DIVISION OR �UE € HOU O Geo1 JU=501# 1r Ge02 U=45114 r02• 102 102 GE07 U=432# 1 i'Vq1 111::: ( 103 1 =5n1# U=52 V! ro3 =c rn - u=523# , T E C H N O L O G Y r03J=sm# I U.5234 ffi m _sour u•5234 This drawing is not sufficient u=s23# , alone for installation. I 103 _sm« U=573,, Additional instructions =432# r accompanying this drawing, GE07 jr including BCSI-B1,should be 102 I '— used in conjunction with the 002 architectural and structural G:02 =45,# _ plans during installation. If f01 BCSI-B1 has not been 10, shipped to the site with the 001 components shown on this u=soto 1 r page, please contact Apex GE01 — Technology for a free copy. ALL EXTERIOR WALLS HELD BACK 11r FOR SHEATHING Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the st . • - ci 'the building des'•ner;.'--•A'N$f4�l°a- 20•2 hpt •►i,... r • • r r '••.....•••_`•G ` ).7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 s`r,'pOO� l F hip V 1,,`�, r 1511' I 247' ,-417"-,-5•-1 I GE09 .. 1.TO6 T08 _____ _.___--____ - TO8 �. J01 16, ,. J02 ___-__ _. -_.-_. - - '708 707 �.. --.- .-- - - ---- P 11 TOB iiinhiw -- --- L TO9 - _--- - N 711 I F. 712 w 713 lc 714 715 716 F,R, .. Ti/ GE01 F02A - - L�'�'� T18 I.USZO L w I pLUS26 1T19 F02A L i _Ill•• T18 Ul S26 1 1719 ,8 IMMIEEM I :::26_ HTU26-2 '. FirMliA42F E1____ F08 S26 MIIP S26 F08 '. S26 F08 HA4 THA42L T1i F03 : ;F09 1 I I , . I LUS26 - F03 , O ❑ I F09 ( ` I T20 LUS2S, '�' 721 iv F03• 2' 2'-r2'-r2' 2' LUS26. ` T2C LUS23 X721 F03 N • N I F09 u '�' '�' LL LUS26 _ F$41 O7 FS01 FSO' FSO' 50:1 T2CA , T21! II: 722 W17U26 F04 • I! - i- I1U26 123 F06I _ - 723.4 , w ;. �T24 ry o I I lily . _T24 LL LL - a'r . . 724 LL a LL LL LL LL w LL LL _- -- ' T24 ALL EXTERIOR WALLS HELD BACK 1!7 FOR SHEATHING T24 25508 DRAG LOAD APPLIED TO T20A 8 T21A. REFER TO SHOP DRAWINGS AND 124 STRUCTURAL ENGINEERING FOR ADDITIONAL INFORMATION r GE06 iv - ■GEO6 I , 185' ,-5'-, 20 , 5'-, ■ 49'10" Ad00 30IJd0 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NC Lien- Riverside Homes Site Information Atlantic Beach Country Club 63 Duval Structural Engineer of Record Derek B. Murray PE No. 71457 OFF:1): 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 24 psf Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 62 truss designs with individual date of design NO I JOB ID ITRS IDI DATE NO I JOB ID ITRS IDI DATE NO I JOB ID TRS ID DATE 1 ABCC63 B01 1/20/2016 31 ABCC63 HJO1 1/20/2016 61 ABCC63 T26 1/20/2016 2 ABCC63 F01 1/20/2016 32 ABCC63 J01 1/20/2016 62 ABCC63 1 T27 1/20/2016 3 ABCC63 F02 1/20/2016 33 ABCC63 J02 1/20/2016 4 ABCC63 FO2A 1/20/2016 34 ABCC63 J03 1/20/2016 5 ABCC63 F03 1/20/2016 35 ABCC63 T01 1/20/2016 6 ABCC63 F04 1/20/2016 36 ABCC63 T02 1/20/2016 7 ABCC63 F06 1/20/2016 37 ABCC63 103 1/20/2016 8 ABCC63 F07 1/20/2016 38 ABCC63 T06 1/20/2016 9 ABCC63 F08 1/20/2016 39 ABCC63 T07 1/20/2016 10 ABCC63 F09 1/20/2016 40 ABCC63 T08 1/20/2016 11 ABCC63 F10 1/20/2016 41 ABCC63 T09 1/20/2016 12 ABCC63 FG02 1/20/2016 42 ABCC63 T10 1/20/2016 13 ABCC63 FG03 1/20/2016 43 ABCC63 T11 1/20/2016 14 ABCC63 FG04 1/20/2016 44 ABCC63 T12 1/20/2016 15 ABCC63 FG05 1/20/2016 45 ABCC63 T13 1/20/2016 16 ABCC63 FG06 1/20/2016 46 ABCC63 T14 1/20/2016 17 ABCC63 FG07 1/20/2016 47 ABCC63 T15 1/20/2016 18 ABCC63 FGE01 1/20/2016 48 ABCC63 T16 1/20/2016 19 ABCC63 FGE04 1/20/2016 49 ABCC63 T17 1/20/2016 20 ABCC63 FGE04 1/20/2016 50 ABCC63 T18 1/20/2016 21 ABCC63 FS01 1/20/2016 51 ABCC63 T18A 1/20/2016 22 ABCC63 FSO2 1/20/2016 52 ABCC63 119 1/20/2016 23 ABCC63 GE01 1/20/2016 53 ABCC63 120 1/20/2016 24 ABCC63 GE02 1/20/2016 54 ABCC63 T20A 1/20/2016 OFFICE C 0 PY 25 ABCC63 GE03 1/20/2016 55 ABCC63 T21 1/20/2016 26 ABCC63 GE04 1/20/2016 56 ABCC63 T21A 1/20/2016 27 ABCC63 GE05 1/20/2016 57 ABCC63 T22 1/20/2016 28 ABCC63 GE06 1/20/2016 58 ABCC63 T23 1/20/2016 ,•% 'i i f i 9 t o si+ , 29 ABCC63 GE07 1/20/2016 59 ABCC63 T23A 1/20/2016 `•� K 8 ^'•. 30 ABCC63 GE08 1/20/2016 60 ABCC63 T24 1/20/2016 ,fie L •••\t C fi it," 4,���,'• • hc. F';�s.:. •Apex Technology ' ' • f . Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547; 33 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 'i 0 • T,4 Z • The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed �� OF Q� above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Buiding Designer,per ✓ Cp •.Q ANSI/TPI 1-2002 Section 2 ''o s7 •., R i t) N..•��■• With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and a .O \ •N 61G15-31.003 of the Florida Board of Professional Engineers /lel lY4/2 i; % • Job#ABCC63 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 16'07"00 T07 HIPM 5.00/12 Pitch 1-Ply 1 1154.00 373.00 2 1416.62 473.00 4 24'07"00 T08 COMN 5.00/12 Pitch 1-Ply 1 837.12 259.00 2 886.95 271.00 1 40'03"00 T09 COMN 5.00/12 Pitch 1-Ply 1 776.07 247.00 2 1341.60 402.00 3 515.55 170.00 1 40'03"00 T10 COMN 5.00/12 Pitch 1-Ply 1 768.25 246.00 2 1370.89 404.00 3 504.08 168.00 1 40'03"00 T11 COMN 5.00/12 Pitch 1 -Ply 1 767.20 107.00 2 1366.01 209.00 3 508.82 101.00 1 40'03"00 T12 COMN 5.00/12 Pitch 1 -Ply 1 766.45 118.00 2 1472.66 205.00 3 537.54 112.00 1 40'03"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 773.99 117.00 2 1347.31 202.00 3 514.57 121.00 1 40'03"00 T14 COMN 5.00/12 Pitch 1-Ply 1 786.15 125.00 2 1436.25 187.00 3 507.80 118.00 1 40'03"00 T15 COMN 5.00/12 Pitch 1-Ply 1 808.41 123.00 2 1417.55 168.00 3 508.88 118.00 1 40'03"00 116 COMN 5.00/12 Pitch 1 -Ply 1 835.83 124.00 2 1360.94 114.00 3 532.09 113.00 1 18'05"00 T17 SPEC 5.00/12 Pitch 1-Ply 1 355.05 0.00 2 1111.77 213.00 2 12'04"08 T18 SPEC 5.00/12 Pitch 1 -Ply 1 511.88 43.00 2 607.89 206.00 1 12'04"08 T18A SPEC 5.00/12 Pitch 1 -Ply 1 989.90 270.00 2 985.80 270.00 7 10'04"00 T19 MONO 5.00/12 Pitch 1-Ply 1 336.70 18.00 2 336.70 93.00 2 10'04"00 T20 SPEC 5.00/12 Pitch 1 -Ply 1 336.70 18.00 2 336.70 93.00 1 10'04"00 T20A SPEC 5.00/12 Pitch 1 -Ply 1 1091.49 110.00 2 04'09"00 T21 MONO 3.00/12 Pitch 1 -Ply 1 153.02 41.00 2 153.02 57.00 1 04'09"00 T21A MONO 3.00/12 Pitch 1-Ply 1 -796.11 41.00 2 161.56 57.00 1 2710"00 T22 MONO 3.00/12 Pitch 1 -Ply 1 1425.02 403.00 2 1108.76 315.00 1 27'10"00 T23 MONO 3.00/12 Pitch 1-Ply 1 916.17 87.00 2 916.33 169.00 1 27'10"00 T23A MONO 3.00/12 Pitch 1 -Ply 1 916.81 91.00 2 919.28 137.00 7 28'05"00 T24 MONO 3.00/12 Pitch 1 -Ply 1 937.02 280.00 2 948.07 275.00 Page 2 of 3 c z g < 7 m m T CJ (n z• J mm cm2m -I .m c° z?,-,T, pu vO 0 CO m -0 Z m X D m A= -<m x p 20 c0 —1 ,3 m O m n ° mm2 - p < 0 � m To _ Dmz (n m -I m < m m Z Z w "• NX -iO w m0 m cn0 c -0 OD� O D O D i = H :) O 0 m m Q.» z m off, \ 7.maZ Z jJ 0 0 O 0 H 7) x D r H m = 0 0 0 o,, X00 73 m0 X (n m n �X � m 0 zX m > I- 0 � < (n H ZJ 0 w n �m HH > , 70 C7 -I 0 m mm 0z z 0 m 0 m H p Oc m -0 0 2 > I m .�J �0o coH z pc = (n m (n Au = � co (D �7 0 X CD m0 ^' C D c m 1 m H z .H O D oD 6:, u) r Ti �J � � c m0 � < AX P 0 oG? mm mz (n -< m Om ry m � 5 z C7 0 > Ab Ac iIx Dm m -0m H0 (m j) Z m nm T° AI� x (p � r m � G7 mo zO >` _ 0 p Z C z = 0 Z O c m> 0 0 z CJ 0 m O O O 4 co m Z m O O * _i > 0 0p 0I- n 1 0 m (I) 2 z D D O z °o A 0D _I 0 -0 m > 0 -1 � 0 n ° +=. 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C ° I. 0 g H zo > O o OmD2J Dz2@ rHD -i v �� M D m• o m ) G/1 90 0 § � 0d m z v I cA O GO DCmO Up OHO , H r Z7 �l 7,, O H � 0 n0 z = � D = O E. m m z n O D IT 0 I mm D m X r -i _"0 mm zx T m An Z 4o nK 2y Z Z-, m-, O=, E I N -n ND X D A $o W Z m �i ` m p Z yo , Z N W N _< m cn D m o -0 13 cu o '^Am° CO 03 p om m - p m O n y z H —` C10:10 o§ C x 0 7j D -Z-1 mz (/) NI m C xp D O ._a —I N C 0 T m � n A c D m N o = Z .4- StD P N o aO Ncn co z T o n -,*,� .� W oa ,��∎ <o •//, 2� T 73 K t V T A O n N �i ' E ''4 C 73 C z0 yo = nom ��� Z --4 me I C ■Vir r11 7) N V m `.--" C r (m C co co 0 t om' --0o c ), A M g I ti o� MP o m O D . 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ABCC63 Ply:2 SEAN:174941 T51/FLOO WestlndiesDl0 Qty: 1 FROM: DRW: 801 Wgt:0.0 lbs ... / ... 01/20/16 7 so 1 B A 0 10'1'2 1'1" 6'0"4 j 13'10"4 j 20'11"8 20'11"8 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 1W TCDL: 15.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.001 B 999 240 C 364 /- 1_ l- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 D 14260/- I- I- I- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - E 4104 I- l- /- I- /4.0 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A - - C Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 7.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 E Min Brg Width Req= 2.2 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Bearings C,D,&E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 C&C Dist a NA ft Mfg Spedfied Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA VIEW Ver:15.02.000.1217.15 B-C 0 0 B-A 0 0 Lumber Floor Joist Header:1.750"x18.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows @_ "o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. "'Warning:Fastening of plies required- Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 719 plf at 0.00 to 719 plf at 3.35 From 695 plf at 3.35 to 695 plf at 13.25 From 24 plf at 13.25 to 24 plf at 20.96 BC- 337 lb Conc.Load at 3.35,5.35,7.35,9.02 11.02,13.02,15.02 BC-4209 lb Conc.Load at 13.13 BC- 990 lb Conc.Load at 16.19 BC- 849 lb Conc.Load at 17.02,19.02 Additional Notes WARNING!Reaction exceeds allowable WARNING!Mid-panel deflections excessive Framing member has vertical deflection of 0.14"due to live load and 0.11"due to dead load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer {L X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 OMEJOIMEICI ABCC63 Ply:1 SEQN:17447/T27/SY42 WestlndiesDl0 Qty: 1 FROM: DRW: F02 Wgt:116.2 lbs ... / ... 01/20/16 5'4"8 73" 17'7"8 19' 21'10"8 1' S'4"8 I x10"8 I 10'4"8 11'4"8 I 210"8 1 —2'6"—1 g (TYP) I I 1—2'6"12—1 I—2'6"12 ---1--2'6"12--1--Z6'12--I 2'6"12--I r I E G =4X4 U A =X5 C D =X5 F W-=1 X4 H I w X4 KL T 3"8 = to 1 , 0 10'1"2 =3X3 a3X4 W=3X4 PI =3X3 T S R Q P 0 N M 3X8 w 3X8 =4X5 j 125"4 j 9'5"4 j I 21'10"8 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.109 C 999 360 T 813 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.277 C 527 240 p 1661 /- /- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - M 599 /- I- /- I- /5.5 Des Ld: 69.00 EXP:NA HORZ(TL): 0.069 B - - T Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.5 Soffit: 0.00 TCOL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 M Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.682 Bearings T,P,&M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.404 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 A-B 1 0 F-G 753 0 Lumber Additional Notes B-C 0-1461 G-H 753 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-1457 I -I 0 -760 -J Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging D E 753 1457 0 J-K 0 7 0 Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 1-8-0. T-S 1046 0 P-O 565 0 Plating Notes S-R 1470 0 O-N 765 0 All plates are 2X4 except as noted. R-Q 850 0 N-M 762 0 Q-P 850 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 21.50 U-T 0 -12 F-P 0 -350 BC 120 0.13 21.50 A-T 0 -130 P-H 0 -1105 Apply purlins to any chords above or below fillers T-B 0-1230 H-O 441 0 at 24"OC unless shown otherwise above. B-S 487 0 O-I 0 -215 S-C 0 -230 N-J 109 -20 End Vertical Attachment O-R 0 -379 J-M 0 -896 Attach notched end vertical(s)to next end vertical R-E 833 0 K-M 0 -148 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 E-P 0-1409 M-L 0 13 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 lialECEMZEIZI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:17436/T26/SY42 WestlndiesDl0 Qty: 8 FROM: DRW: F03 Wgt:72.8lbs ... / ... 01/20/16 5'4"8 7'2"8 127" 5'4"8 I 1'10" 5.4"8 "4 r'}-2'6" I- 2'6"12--I I—2'6"12—H (TYP) 11112(3 itix5 IIIX(3 IIIff3 = )(S Illd X3 T 22 Lr - LG co 1 - 0 10'1"2 3X4 =3X4 H 3X8 J I = X8 i 127" j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.080 C 999 360 K 852 I- I- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.233 C 623 240 H 852 I- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 B - - K Min Brg Width Req= 1.5 Des Ld: 69.00 EXP:NA HORZ(TL): 0.052 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.666 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.671 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.374 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 -1615 I:NA GCpi:NA Plate Type(s): _ B-C 0-1615 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1626 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 K-J 1109 0 I-H 1109 0 Webs 4x2 SP#3 J-I 1626 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins L-K 0 -13 D-I 0 -274 to laterally brace chords as follows: A-K 0 -133 I-E 654 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1304 E-H 0 -1304 TC 24 0.13 12.21 B-J 654 0 F-H 0 -133 BC 120 0.13 12.21 J-C 0 -274 H-G 0 -13 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray liiiiiErMil PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17450/T61/SY42 WestlndiesDl0 Oty: 1 FROM: DRW: F06 Wgt:151.2 lbs ... / ... 01/20/16 I 15'1'8 1 16'5"8 I 21'10" 151"8 1'4" 54"8 I---2'6"-I g (TYP) I I I-2'6"12-I---2'6"12--I--2'6"12-I--1'11'4-I I-2.5'12-I r =5X5 =6X10 =6X8 W=3X4 =8X8 W=3X4 =4X4 VA B C D EF G H I J K LM 1 _ 1I%-l: r / \. 10.1"2 1I '=4X8 =6X12 912X4 =3X3 19 =4X8 T S R Q P 0 N =4X8 W=3X4 5X5 r 12'5"4 1- 9'4"12 1 I 21'10" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.159 C 924 360 U 1672 /- /- /- I- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.327 C 448 240 Q 3225 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 N - - N 573 /- /- /- /- /5.0 Des Ld: 69.00 EXP:NA HORZ(TL): 0.059 N - - U Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Q Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA pst Bldg Code: FBC 2014 RES Max TC CSI: 0.593 N Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.707 Bearings U,Q,&N Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.836 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 A-B 0 -41 G-H 907 -23 Lumber End Vertical Attachment B-C 0-3738 H-I 907 -23 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical D-E 0-3738 I-J 0 -628 Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or D-E 0-1533 J-K 0 -630 Bot chord 4x2 SP M-30:62 4x2 SP#2: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-F 0-1533 K-L 0 14 staples,through wide face;or(3)qty.16-Gauge,1" F-G 0-1533 Webs 4x2 SP#3:W9 4x2 SP#2: 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(Ibs) approved 1/30/2013 by ALSC Additional Notes Chords Tens.Comp. Chords Tens. Comp. Special Loads U-T 2587 0 0-P 627 0 +2x6 continuous strongback.See detail -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging T-S 3401 0 P-0 628 0 TC-From 64 plf at 0.13 to 64 plf at 10.13 recommendations. S-R 85 -715 0-N 689 0 TC-From 64 plf at 10.13 to 64 Of at 14.13 Truss must be installed as shown with top chord up. R-Q 85 -715 TC-From 128 plf at 14.13 to 128 plf at 21.71 BC-From 5 plf at 0.00 to 5 plf at 11.83 The overall height of this truss excluding overhang is BC-From 5 plf at 11.83 to 5 plf at 14.27 1-8-0. Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 14.27 to 10 plf at 21.83 Webs Tens.Comp. Webs Tens. Comp. TC- 535 lb Conc.Load at 2.27,4.27,6.27,8.27 V-U 202 0 G-Q 0 -2281 10.27,14.27 TC- 248 lb Conc.Load at 12.29 A-U 0 -348 0-I 0 -1782 U-B 0-2959 I-P 53 0 Plating Notes B-T 1328 0 J-0 62 0 All plates are 4X5 except as noted. C-T 0 -833 0-K 116 -68 T-D 389 0 K-N 0 -785 Purlins D-S 0-2156 L-N 0 -207 In lieu of structural panels or rigid ceiling use purlins F-S 0 -644 N-M 65 0 to laterally brace chords as follows: S-G 2828 0 Chord Spacing(in oc) Start(ft) End(ft) IC 24 0.13 21.46 BC 120 0.13 21.46 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 'AfP;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray inaiirinan PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17438/T16/SY42 WestlndiesDl0 Oty:4 FROM: DRW: F08 Wgt:33.6 lbs ... / ... 01/20/16 I-------2'6"12 { 2'4"12 1111X3 =3X4 1111X3 A B C T li L ao I111„ P rv, 10'1"2 =3X3 1111X3 =3X3 F E D 1 5'2"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl 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: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.012 E 999 360 F 359 /- /- /- /- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.025 E 999 240 D 359 /- l- l- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 D - - F Min Brg Width Req= - Des Ld: 69.00 EXP:NA •— HORZ(TL):0.004 D - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.663 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.156 Chords Tens.Comp. Chords Tens. Comp. 1 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.122 A-B 0 0 B-C 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): --- Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA i WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber F-E 369 0 E-D 369 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP#3 Lumber value set"138"uses design values A-F 0 -134 B-D 0 -433 approved 1/30/2013 by ALSC F-B 0 -426 C-D 0 -121 B-E 94 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 5.08 BC 63 -0.13 5.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I lies (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 eP'El ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17461/T63/SY42 WestlndiesDl0 Qty: 7 FROM: DRW: F10 Wgt:44.8 lbs ... / ... 01/20/16 2'10"8 51"8 8' {' 2,10"8 I 2'3" ' 2'10"8 I- —2'6" —I I--27"8 I 1111X3 =3X4 =3X4 1111X3 A B C D 3,8 I _t� 1 1 0 "2 1111X3 1111 X3 =3X3 : ,,,.._ : 1414111411141411411111141141141IN - H G F E =4X5 i 8' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.049 F 999 360 H 553 1_ /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.131 F 711 240 E 535 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.016 C - - H Min Brg Width Req= 1.5 Des Ld: 69.00 EXP:NA HORZ(TL):-0.043 C - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.637 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.477 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.220 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 -653 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Maximum panel length exceeds 30". Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 TPI allows non-bearing partition walls to be H-G 652 0 F-E 653 0 Bot chord 4x2 SP#2 supported at any point when panels are 30"or less. G-F 653 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC 1-8-0. Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -13 F-C 76 -29 In lieu of structural panels or rigid ceiling use purlins A-H 0 -142 C-E 0 -749 to laterally brace chords as follows: H-B 0 -767 D-E 0 -158 Chord Spacing(in oc) Start(ft) End(ft) B-G 89 -5 TC 24 0.13 7.87 BC 93 0.13 7.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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),1-112"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..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 riliEIMEIMi PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:2 SEQN:17453/T43/FLAT WestlndiesDlo Qty: 1 FROM: DRW: FG03 Wgt:110.6 lbs / ... 01/20/16 2'5"6 4'7" 6'11"6 92" I' 2'5"6 I 2'1"10 I 2'4"6 I 2'2"1 O 3X8 1112X4 1112X4 A=4X5 B C D =5X5 T _ _I 0 0 w ....... W4 1_4 N_ - ,,,F.,2 i a 1 1 t-- ---- -- 0 „iiii ci),H /F 10'1"2 sr X8 =3X8 =---a8 1112X4 1112 4 1'11"14 2'4"6 2'9"14 1'11"14 1 1'11"14 I 4'4"4 I 7'2"2 I 92" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Den/CSI Criteria : •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.048 C 999 240 J 1431 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.100 C 999 180 F 1206 1- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 A - - J Min Brg Width Req= 1.5 Des Ld: 69.00 EXP:NA HORZ(TL): 0.028 A - - F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.451 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.475 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.655 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1014 C-D 0 -1215 I:NA GCpi:NA Plate Type(s): B-C 0-1221 D-E 0 -1160 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Purtins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: J-I 17 0 H-G 1215 0 ft Chord Spacing(in oc) Start(ft) End(ft)Bot chord 2x6 SP SS Dense I-H 1120 0 G-F 7 0 Webs 2x6 SP#2:W2,W4,W7 2x4 SP#3: TC 24 0.00 9.17 BC 110 0.00 9.17 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-J 0 -716 H-C 35 0 spans at 24"OC in lieu of structural sheathing. A-I 1190 0 D-G 0 318 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. I-B 0 -315 G-E 1375 0 Bot Chord:1 Row @ 8.25"o.c. B-H 123 0 E-F 0 -759 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) TC-From 128 plf at 0.00 to 128 plf at 9.17 BC-From 10 plf at 0.00 to 10 plf at 9.17 BC-1372 lb Conc.Load at 3.83 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray BiElliKinni PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:2 SEQN:17480/T37/FLAT WestlndiesDl0 Qty: 1 FROM: DRW: FG05 Wgt:145.6 lbs ... / ... 01/20/16 5'4 4'0"15 8'1"13 11'11"4 2'4;'8 F5" 3'7"11 I 4'0"15 I 3'9"7 5" III H1010(1) 1112X4 =4X5 IIIH1010(I) A B C D W2 0. _ r 111 - I , 10'1"2 14X5 =8U 2(I) III H�010(I) III5/5 4'0"15 4'6'3 3'9"7 i 4'0"15 I 8,7,1 I 12'4"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.127 C 999 240 H 4209 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.261 C 568 180 E 4702 /- I- I- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 A - - H Min Brg Width Req= - Des Ld: 69.00 EXP:NA HORZ(TL):0.040 A - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.575 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.725 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.927 A-B 0-4916 C-D 0 -4667 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0-4916 I:NA GCpi:NA Plate Type(s): Wind Duration:NA HS,WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purtins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins H-G 46 0 F-E 47 0 Top chord 2x6 SP SS Dense to laterally brace chords as follows: G-F 5012 0 Bot chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP M-31:W2,W6 2x4 SP M-30: TC 24 0.00 12.37 :W4 2x4 SP#3: BC 120 0.00 12.37 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. approved 1/30/2013 by ALSC A-H 0-2071 C-F 0 -1566 The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. A-G 5110 0 F-D 4863 0 Nailnote G-B 0-1512 D-E 0 -2314 Nail Schedule:0.131"x3",min.nails Additional Notes G-C 0 -100 Top Chord:2 Rows @ 4.50"o.c.(Each Row) Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4"o.c. The overall height of this truss excluding overhang is Use equal spacing between rows and stagger nails 1-8-0. in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 329 plf at 0.00 to 329 plf at 12.37 BC-From 10 plf at 0.00 to 10 plf at 12.37 TC- 786 lb Conc.Load at 1.83,3.83,5.83,7.83 9.83,11.83 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Plates sized for a minimum of 4.00 sq.in./piece. Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray liriainrni PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:2 SEAN:17454/T5/FLAT WestlndiesDlo Qty: 1 FROM: DRW: FG07 .Wgt:112.0 lbs ... I ... 01/20/16 2'9"12 5'4" 7'1"4 9'2" 2'9"12 I 2'6"4 I 1'9"4 I 2'0"12 'I A 4X5 III B 5 1112X4 =4X5 =4X5 T _ _,--c°- -----------------------------------..„....---•-----•--•r--,z------------------------_- u -----:%---z--z----%ffi iL H 010'1"2 1112X4 =4X5 °6X8 _G 5 1112X4�F 2'6"4 2'9"12 2'0"12 4X 1'9"4 r 2'6"4 I 5'4" -I 7'4"12 I 9'2" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CS1 Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U I Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.013 C 999 240 J 1213 I- I- /- /- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.038 C 999 180 F 929 I- I- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 A - - J Min Brg Width Req= - Des Ld: 69.00 EXP:NA HORZ(TL): 0.009 A - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.119 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.429 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -811 C-D 0 -948 I:NA GCpi:NA Plate Type(s): B-C 0 -948 D-E 0 -523 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: J-I 9 0 H-G 607 0 Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x6 SP SS Dense I-H 907 0 G-F 3 0 Webs 2x4 SP#3 TC 24 0.00 9.17 BC 110 0.00 9.17 Lumber value set"138"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-J 0 -569 H-D 421 0 spans at 24"OC in lieu of structural sheathing. A-I 900 0 D-G 0 -382 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 9.50"o.c. I-B 0 -440 G-E 644 0 Bot Chord:1 Row @12.00"o.c. B-H 45 0 E-F 0 -439 Webs :1 Row @ 4"o.c. C-H 0 -211 Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 266 plf at 0.00 to 266 plf at 5.46 TC-From 128 plf at 5.46 to 128 plf at 9.17 BC-From 10 plf at 0.00 to 10 plf at 9.17 BC- 124 lb Conc.Load at 5.33 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Hangers/Ties (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: - 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray lunEEEMMEI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEAN:17441/T1/SY42 WestlndiesDl0 Qty: 1 FROM: DRW: FGE01 Wgt:123.2 lbs Page 2 of 2 ... / ... 01/20/16 H-AC 0 -171 P-V 0 -170 I-AB 0 -171 Q-U 0 -176 J-AA 0 -171 • 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 IIIMIllarEfil PE No.60839 PE No.58544 PE No.71457 II ABCC63 Ply:1 SEAN:17443/T62/SY42 ' WestlndiesDlo Qty: 1 FROM: DRW: FGE04A Wgt:47.6 lbs ... / ... 01/20/16 —1'5"8—I—1'4"- (NP) A B C D E F G y H ao I [I __________)-, ril 0 1 0'1"2 1112X4 N M L K J 1112X4 I- 8' I— 8' { Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 0 92 /_ /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 I' 130 /- /- /- /- /90.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 G - - 0 Min Brg Width Req= 1.5 Des Ld: 69.00 EXP:NA HORZ(TL):0.002 G - - 0 Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings 0&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.260 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.041 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber. A-B 0 0 D-E 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 0 F-G 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 1-8-0. O-N 0 0 L-K 0 0 Webs 4x2 SP#3 N-M 0 0 K-J 0 0 Lumber value set"13B"uses design values M-L 0 0 J-I 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building P-0 0 -11 G-I 0 -44 designer. A-O 0 -75 I-H 0 -10 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-N 0 -192 E-K 0 -175 Purlins C-M 0 -166 F-J 0 -154 In lieu of structural panels or rigid ceiling use purtins D-L 0 -171 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 7.63 BC 90 0.13 7.63 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray InIMECEM1` PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17445/T29/SY42 WestlndiesDl0 Qty: 1 FROM: DRW: FS02 Wgt:14.0 lbs ... / ... 01/20/16 1111X3 =3X3 A B Iipi MP I 1 II, 1°'1"2 MI II r 13X3 1'712 1111 3 I--- 1'7"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R Ill /Rw /Rh /RL /W TCDL: 24.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 360 C. 138 I- l- I- I- /19.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 D Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi. Des Ld: 69.00 EXP:NA HORZ(TL):0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.472 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.089 A-B 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.025 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 -- Lumber D-C 0 0 Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#3 Webs4x2SP#3 A-D 0 -105 B-C 0 -105 Lumber value set"13B"uses design values D-B 0 0 approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(k) End(k) TC 24 0.00 1.65 BC 20 0.00 1.65 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray =1_ PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17378/T41/GABL WestlndiesDlo Qty: 2 FROM: DRW: GE02 Wgt:161.0 lbs / ... 01/20/16 47 I 878 I 10715 18'0'8 I 21'10' I 3'11'8 75'7 5'4'9 55-8 F. 127 I 1T-}--4'-1 (TVP) D=5X5 %8X8 ) 12 Apii3X3i E DT-310 I •- 3 12 10 ��ax6c T H 84X5•�� op 113X3 3 ea K.4X5 ,3x48 !° E5 13X8(T)ALr' %Ial . 1. : ■ - ■ 1 I 20'11- _ : 4, R Q P�%5 184X5 M 1 1674 1 5712 -j 4'r4 474 757 5'8'1 5'8' 4'1'4 I 878 ' '10T1S 16'4' 21'10' { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 G 999 240 A 516 /226 /248 /- /202 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 G 999 195 N 825 /450 /346 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 B - - L* 34 /8 /8 /- /- /65.0 Des Ld: 32.00 EXP:C HORZ(TL):-0.028 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.16 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.377 N Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.194 N Min Brg Width Req= - Load Duration:1.25 P Bearings A,N,&N Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.538 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Wind A-B 341 -651 F-G 298 -337 Value Set:13B(Effective 6/1/2013) Wind toads based on MWFRS with additional C&C C-C 341 -596 H-H 290 395 Top chord 2x4 SP#2 member design. C-D 361 -434 H-I 172 95 P D-E 384 -401 I-J 149 -83 Bot chord 2x4 SP#2 Right end vertical exposed to wind pressure. E-F 317 -332 J-K 160 -143 Webs 2x4 SP#3 Deflection meets U240. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. A-R 419 -247 0-N 199 -96 Plating Notes The overall height of this truss excluding overhang is R-Q 418 -247 N-M 59 -55 All plates are 2X4 except as noted. 7-8-0. 0-P 320 -141 M-L 61 -52 (")1 plate(s)require special positioning.Refer to P-0 320 -141 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins R-C 127 0 T-H 514 -289 In lieu of structural panels or rigid ceiling use purlins C-Q 232 -215 H-N 574 704 to laterally brace chords as follows: D-Q 271 -346 N-U 193 153 Chord Spacing(in oc) Start(ft) End(ft) Q-E 222 -136 U-V 209 -165 TC 24 0.00 21.83 E-0 129 -198 V-W 166 -151 BC 75 0.00 21.83 0-S 476 -241 W-K 203 -163 Apply purlins to any chords above or below fillers S-T 500 -280 K-L 83 -53 at 24"OC unless shown otherwise above. Loading Maximum Gable Forces Per Ply(Ibs) Gable end supports 8"max rake overhang.Top Gables Tens.Comp. Gables Tens. Comp. chord must not be cut or notched. F-S 72 -49 J-V 199 -145 G-T 17 -25 W-M 182 -152 I-U 33 -54 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 PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17709/T12/GABL WestlndiesDlo Qty: 1 FROM: DRW: GE03 Wgt:210.0 lbs Page 2 of 2 ... / ... 01/20/16 A-AB 599 -775 J-AL 24 -10 B-AC 108 -72 AM-V 98 -51 C-AD 3 -25 K-AN 120 -83 D-AE 38 -12 AO-U 20 -17 Z-AF 1 -30 L-AP 11 -16 AG-F 11 -16 AQ-T 1 -30 Y-AH 20 -17 AR-N 38 -12 AI-G 120 -83 AS-O 3 -25 X-AJ 98 -51 AT-P 108 -72 AK-H 24 -10 R-Q 599 -775 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 e7")\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17759/T58/GABL WestlndiesDlo Qty: 1 FROM: DRW: GE05 Wgt:15.4 lbs ... / ... 01/20/16 4'7"4 _ 4'7"4 2 3 12 1112X46 io 10'V 2 4,9„ 1114 4'7" 47, Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or•=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LHt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 158 /40 /62 /- /41 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C' 35 /12 /14 /- /- /51.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.009 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.499 Bearings A&A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.331 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.117 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 5 -46 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 22 -30 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Lumber value set'13B"uses design values Gables Tens.Comp. approved 1/30/2013 by ALSC - B-C 189 -107 Plating Notes All plates are 2X4(D8R)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 -0.02 4.59 BC 57 -0.16 4.59 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 A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 1-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17388/T32/GABL WestlndiesDlo Qty: 2 FROM: DRW: GE07 Wgt:203.0 Ibs Page 1 of 2 ... / ... 01/20/16 4'1"4 878 10715 16'3" 21'10" 34'6" 4.1..4 4'1"4 I 2'5'7 I 57" i 5'7" i 178" I I 22r I 14� 0_5X7 (n' ) - a e6X12( ) 3"1 12 E I OT 0 -.3 F io • 83X8 G 1113X3 5 m H 1 84X M I .0,, -- IN 3X8(ES) 6 3X4 L 113X3 AA , M III N co Xs :/ __ 08 '- - 3X4 P=3X8(C5) 20'11" -t 114X5 r=4X5 m 8 4X10 AB AA Z Y I t 9 C L !/ 3X423 19'11" =3X V U/T S R/a / 1 21'7"4 r 12'1012 4 104"7 5'10"8 5'7" 1213" 10'4'7 16'3" I 21'10" I 34'6" { Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 E 999 263 A 779 /307 /325 /- /239 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.102 E 999 263 W 743 /279 /272 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 D - - X* 65 /34 /27 /- /- /151 Des Ld: 32.00 EXP:C HORZ(TL): 0.037 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.401 W Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.359 X Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.819 Bearing X is a rigid surface. Sparing:24.0" P Bearings A&W Fcperp=565psi. C&C Dist a:3.45 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 572-1023 I-J 139 0 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 584 -976 J-K 125 0 Top chord 2x4 SP#2 member design. C-D 702 -920 K-L 106 0 Bot chord 2x4 SP#2 D-E 923-1086 L-M 86 0 Webs 2x4 SP#3 Additional Notes :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' See DWGS A14030ENC101014&GBLLETIN1014 for F- 824 -954 N-0 93 -2 G :Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.333' gable wind bracing requirements. F-G 723 -928 N-O 91 12 G-H 714 -940 O-P 213 -140 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is H-I 133 0 approved 1/30/2013 by ALSC 7-8-0. Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. ("")1 plate(s)require special positioning.Refer to A-AB 699 -222 V-U 59 -66 scaled plate plot details for special positioning AB-AA 555 -67 U-T 59 -66 requirements. AA-Z 826 -322 T-S 58 -66 Plates sized for a minimum of 4.00 sq.in./piece. Z-Y 826 -322 S-R 56 -65 Y-W 60 -55 R-Q 56 -65 Purlins X-V 59 -65 Q-P 51 -64 In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.00 34.50 BC 75 0.00 34.21 C-AB 245 -179 Y-F 399 -361 Apply purtins to any chords above or below fillers AB-D 276 -215 Y-H 1002 -581 at 24"OC unless shown otherwise above. D-AA 823 -752 H-W 581 -874 AA-E 753 -683 W-X 178 -175 Loading E-Y 122 -210 Gable end supports 8"max rake overhang.Top chord must not be cut or notched. Maximum Gable Forces Per Ply(Ibs) Truss passed check for 20 psf additional bottom Gables Tens.Comp. Gables Tens. Comp. chord live load in areas with 42"-high x 24"-wide clearance. V-I 68 -37 S-L 78 -79 U-J 50 -65 R-M 51 -44 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 GUELEEIKEE • ABCC63 Ply:1 SEAN:173901 T14/GABL WestlndiesDlo Qty: 1 FROM: DRW: GE08 Wgt:205.8 lbs / ... 01/20/16 i 1'8.8 23'5' 1 1'8 8 I 11'8.8 I ITYPI _ J_5x5 I p3 N 8 i111flIIiL C.x'1i ■ ' I 83x3 AK A.1 Al AH AG AF AE AD AC AB AA Z Y 13X3 X 3X3 W V 13X3 U/3x3 A 23'5 j 23'S- I 23'5• I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 J 999 268 AL 35 /175 /192 /- /216 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 B 999 268 AL"67 /20 /36 I- /- /275 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.099 L - - AL Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.23 ft Code/Misc Criteria Creep Factor.1.5 AL Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Bearings AL&AL are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.183 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.217 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 165 -165 J-K 364 -20 Wind Duration:1.60 WAVE VIEW Ver:15.02.00O.1217.15 B-C 118 -107 K-L 323 -34 Lumber Additional Notes C•D 129 -107 L-M 271 47 Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for E-E 133 -79 N-N 225 -73 ) Top chord 2x4 SP#3 gable wind bracing requirements. F-G 225 65 O-P 133 -86 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is G-H 271 -52 P-Q 124 -101 Webs 2x4 SP#3 9-0-7. H-I 323 -39 Q-R 113 -102 Lumber value set"13B"uses design values I-J 364 -25 R-S 158 -158 approved 1/30/2013 by ALSC Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. AL-AK 117 -115 AC-AB 110 -110 Fasten rated sheathing to one face of this frame. AK-AJ 112 -109 AB-AA 110 -109 AJ-Al 112 -110 AA-Z 109 -109 Plating Notes Al-AH 111 -110 Z-Y 109 -108 All plates are 2X4 except as noted. AH-AG 111 -110 Y-X 108 -107 Plates sized fora minimum of 4.00 sq.in./piece. AF-AF 111 -110 X-W 108 -105 AF-AE 111 -110 W-V 107 -105 Purlins AE-AD 110 -110 V-U 106 -104 AD-AC 110 -110 U-T 100 -97 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(Ibs) TC 24 0.00 23.42 Gables Tens.Comp. Gables Tens. Comp. BC 120 0.00 23.42 Apply purtins to any chords above or below fillers A-AL 133 -143 AB-K 62 -86 at 24"OC unless shown otherwise above. B-AK 127 -138 AA-L 81 -75 C-AJ 70 -77 Z-M 71 -75 Wind D-Al 71 -74 Y-N 71 -75 Wind loads based on MWFRS with additional C&C E-AH 71 -75 X-0 71 -75 member design. F-AG 71 -75 W-P 71 -74 G-AF 71 -75 V-Q 70 -77 H-AE 81 -75 U-R 123 -134 I-AD 62 -86 S-T 127 -137 J-AC 0 -347 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 ECEEMCIMI 1 PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEAN:17719/T6/JACK WestlndiesDl0 Qty: 2 FROM: DRW: J01 Wgt:12.6 lbs ... / ... 01/20/16 12 5 11'9" 3X4 B 1113X8(E5 so e A , 10'1"2 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL):NA A 98 /16 /49 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /- /17 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - C 78 /47 /40 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.010 B - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.247 D Min Brg Width Req=C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.112 Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.059 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 127 -180 B-C 33 -47 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in.lpiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-11-6. 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'fPn Michael G Kozlowski Jeffrey P Arneson Derek B Murray UMEEEHIZEM PE No 60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:17715/T30/EJAC WestlndiesDlo (fly: 5 FROM: DRW: J03 Wgt:23.8 lbs / ... 01/20/16 C ►( 13'5" 5 12 SO i■ i) 03X4 B III 3X8(EA Si°° . 1( 10'1"2 .■ D i A '7' A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 228 /44 /116 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 100 /- /42 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 B - - C 176 /102 /89 /- /- /1.5 d Des Ld: 32.00 EXP:C HORZ(TL): 0.115 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.748 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.440 C Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.424 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 1111 -1238 B-C 71 -90 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) P Chords Tens.Comp. Bot chord 2x4 SP#2 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-6. 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 EIZEMEMI PE No.60839 PE No.58544 PE No 71457 ABCC63 Ply:1 SEQN:17380/T3/COMN WestlndiesDlO Qty: 5 FROM: DRW: T02 Wgt:120.4 lbs ... / ... 01/20/16 878 10715 16'3" 2110" I- 8'2"8 I I� 57 ) 57 C115X7 - 12 3 \0,5X7(SRS) �q, 3XJjIIIUNIUIIIIUIIIIIIIINIII 113XE5) rr : 1 20'„" J I s•H 113X8 8'4"4 1712 6'3" 5'7" 1 04"4 1 10 I 163" I 21'10" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.168 B 999 262 A 886 /348 /320 /- /210 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.233 B 999 262 G 798 /369 /291 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.169 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C . HORZ(TL):0.230 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.16 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.933 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.815 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.746 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1411 -1692 D-E 750 -1004 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 544 -1030 E-F 649 -994 Lumber Additional Notes C-D 621 -909 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply Ibs Top chord 2x4 SP#2 7-8 0. ( ) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 701 -303 I-H 919 -457 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 919 -457 H-G 66 -65 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-J 782 -448 H-E 390 -358 J-D 503 -549 H-F 1016 -563 Purlins D-H 77 -143 F-G 541 -775 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 21.83 BC 120 0.00 21.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47'-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray IIMIEMEZI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:17711/T17/COMN WestlndiesDlo Qty: 1 FROM: DRW: T06 Wgt:140.0 lbs ... / ... 01/20/16 61"12 17318 18'5"4 247" I 61'12 I 6112 I 6'1"12 I 6.1,.12 I Ca5X5 12 5 p a4X5 B D k4X5 I i � i- o 1112X4A '(a) / (a) E 113X3 iel S 1 =:114X8 =4X5 =3X4 =4X5 1114X:• 171"2 J I H G F 8'2"5 4'1"3 41"3 875 1 82"5 I 123"8 I 16'4"11 I 247" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.059 G 999 294 J 862 /266 /343 f- /114 /3.5 BCLL: 0.00 BCDL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 G 999 294 F 862 /266 1343 /- /- /3.5 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 E Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.053 E J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.15 ft Code l 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: 0.446 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.888 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.392 Maximum Top Chord Forces Per Ply(Ibs) g' 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 139 -95 C-D 861 -1234 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 861 -1233 D-E 139 -94 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(Ibs) Top chord 2x4 SP#2 6-7-6. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 J-I 1147 -666 H-G 889 -439 Webs 2x4 SP#3 I-H 889 -439 G-F 1148 -665 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on A-J 222 -156 C-G 392 -192 member. J-B 755-1301 G-D 247 -195 B-I 247 -196 D-F 755 -1302 222 Plating Notes I-C 389 -192 F-E 156 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.58 BC 120 0.00 24.58 Apply puffins to any chords above or below fillers i at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47'-high x 24"-wide clearance. Wind 0 Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17713/T2/COMN WestlndiesDlo Qty:4 FROM: DRW: T08 Wgt:142.8 lbs ... / ... 01/20/16 6112 12'313 18'5"4 24'r I 6112 I 6'112 I 6112 l 6'112 I C=5X5 5 12 04X5 B D'E4X5 m f- 70 112X41 (a) (a) i at 4X5 • -I • r Y r Y I1 12'1"2 1 K i 114X5 .4X5 a�X4 =4X5 12X4 J —4X5$Q 1 241'8 l.,l 875 41'3 4'11 761 148"4 I 875 I 173"8 I 16'411 I 23'1012 NT' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Detl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 J 999 286 K 837 /259 /336 /- /114 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 J 999 286 G 887 /271 /362 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.046 F - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.15 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.448 Bearings K&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.833 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.378 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 89 -94 C-D 479 -1139 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 499-1186 D-E 110 -88 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(Ibs) Top chord 2x4 SP#2 6-7-6. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 K-J 1107 -372 H-G 1028 -343 Webs 2x4 SP#3 J-I 841 -227 G-F 28 -22 Lumber value set"13B"uses design values I-H 841 -227 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-K 131 -156 H-D 140 -140 K-B 419-1255 D-G 473 -1282 Plating Notes B-J 171 -200 G-E 151 -114 Plates sized for a minimum of 4.00 sq.in./piece. J-C 395 -112 E-F 0 -167 C-H 328 -87 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 24.58 BC 120 0.00 24.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEAN:17728/T48/COMN WestlndiesDl0 Qty: 1 FROM: DRW: T10 Wgt:225.4 lbs ... / ... 01/20/16 6'3"8 173"8 16'T'9 20'11"10 23'10" 2911" 34'11"4 403" 6,3,.8 I 6' I 4'4"1 I 4,4,.1 I 710,6 6'1" I 5'0,4 I 53"12 I •6X6 12 5 p D 34X5 ;4X5 B E• 7 •F • G so mg4X5 A is - H 4X5 -� �13X8(ES) 177"2 I 3X NR 0 !y P O =3X3 _ • �� J 1 N3X8 ∎: �� r 101'2 /• M L K • 231112 1 167'4 • 6' 53" 8'10"6 213"10 55" 4'10' 52" 6' I 173" I 21'1"6 I 2310"I 303" I 35'1" I 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl Utt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 P 999 289 R 768 /246 1352 I- /198 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 P 999 289 M 1371 /404 /573 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 0 - - J 504 /168 /283 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.029 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.526 M Min Brg Width Req= 1.6 P J Min Brg Width Req= 1.5 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.550 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.584 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings R,M,&J Fcperp=565psi.Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 487 -1119 F-G 134 -30 B-C 453 -874 G-H 280 -471 Value Set:13B(Effective 6/1/2013) C-D 475 -848 H-I 395 -837 Top chord 2x4 SP#2 D-E 500 -775 I-J 483 -941 Bot chord 2x4 SP#2 E-F 398 -654 Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' n values Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138"uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC R-Q 204 -159 M-L 374 -114 Plating Notes Q-P 990 -274 L-K 742 -321 I (")1 plate(s)require special positioning.Refer to P-0 845 -250 K-J 744 320 scaled plate plot details for special positioning 0-N 32 -48 requirements. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-R 361 -740 0-F 983 -350 to laterally brace chords as follows: A-0 964 -387 F-N 457 -993 Chord Spacing(in oc) Start(ft) End(ft) 0-B 115 -130 N-M 466 -999 TC 24 0.00 40.25 B-P 181 -340 M-G 208 -558 BC 75 0.00 24.00 C-P 361 -176 G-L 302 -71 BC 120 24.13 40.25 P-D 176 -197 L-H 238 -416 Apply purlins to any chords above or below fillers D-0 51 -284 H-K 142 0 at 24"OC unless shown otherwise above. E-O 279 -455 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-7-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 1 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEECEMENI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17732/T18/COMN WestindiesDlo Qty: 1 FROM: DRW: T12 Wgt:226.8 lbs ... / ... 01/20/16 63"8 1278 1611"10 23'10" 25'11" 33'1" 40'3" 6'3"8 I 6' I 4.8"2 I 6.10,.6 21" I 7'2" I 72" 12 06X6 5 '24'44. 4%,1) /g5X7 8 M5X7 =4. F go 4X5 - i{ Li 4X5 A G 1112x4.4141111111111111 . ao T`s` 1 • a.e1. a. i. -1. a -kip H11S3X.4 177'2 NQ P 0 N I 11113X8 `�! 101'2 3X8 m 8 °4X5 L K J 1 23'11 12 1 163"4 1 6' 16'3''2 1411"15 16'6''14 16'5" 178"4 7'3"12 6' 12'3"2 17'3"2 2310" 30'3" 3211"4 1 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 H 999 289 Q 766 /117 /358 /- /198 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.108 H 999 289 L 1473 /205 /560 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.036 H - - I 538 /111 /303 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.069 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.835 L Min Brg Width Req= 1.7 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.666 I Min Brg Width Req= 1.5 P Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.642 Bearings Q,L,&I Fcperp=565psi. C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes A-B 531 -1119 E-F 204 -60 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-C 520 -865 F-G 3 -8 6-7-6. C-I) 531 1 -845 G-H 388 88 896% Top chord 2x4 SP#2 D-E 559 -832 H-I 590 -1192 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Q-P 203 -159 L-K 114 -11 P-O 989 -321 K-J 114 -11 Plating Notes O-N 865 -333 J-I 785 -290 (")1 plate(s)require special positioning.Refer to N-M 26 -15 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(Ibs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins A-Q 382 -740 N-E 1007 -409 In lieu of structural panels or rigid ceiling use purlins A-P 964 -433 E-M 454 -919 to laterally brace chords as follows: P-B 129 -122 M-L 439 -953 Chord Spacing(in oc) Start(ft) End(ft) B-0 168 -347 L-F 150 -466 TC 24 0.00 40.25 C-O 347 -212 F-J 875 -368 BC 75 0.00 24.03 0-D 219 -241 J-G 303 -437 BC 75 24.13 40.25 D-N 270 -498 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. 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 ABCC63 Ply:1 SEQN:177381 T11/COMN WestlndiesDl0 Qty: 1 FROM: DRW: T14 Wgt:233.8 lbs .. / ... 01/20/16 5117 11'7"6 1693 21'11" 23'11't2 29'3" 1 310"1 34'9"5 I 40'3" I I I " I " , " 1 19"4 387 511 7 5715 5113 51 3 201 5'3"15 5711 7 C 12 ° ' a 5 All 1112X4 04X5 B G 4X5 o .. 3X8 osg4X5 A 1 T'---- 16111 3X3 Is,±TM13X8 1212 S R Q P O K li3X8(E5) 1 '3X8(«) ji y410'1'2 13X8 ra3')8 m4X5 N M L • 2311"12 • 153"4 • 57"15 5117 rS 47"5 7'0"13 6'5" 19"8I 8'2"8 57"15 I 11'7"6 11'1"14 16'9"3 I 23'10" I 30'3" 1 32'0"8 40'3" { Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 R 999 289 T 786 /125 /379 /- /192 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 R 999 289 N 1436 /186 /567 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 J - - K 508 /118 /311 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.043 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 T Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 N Min Brg Width Req= 1.7 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.636 K Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings T,N,&K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.607 C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Additional Notes A-B 529-1144 F-G 240 78 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 529 -704 H-H 405 -622 6-4-0. C-D 500 -704 H-I 399 -621 Top chord 2x4 SP#2 0-E 500 -704 I-J 470 -829 Bot chord 2x4 SP#2 E-F 295 -97 J-K 521 -1073 Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. T-S 197 -153 P-O 247 -45 Plating Notes S-R 1017 -348 N-M 362 -165 ("')1 plate(s)require special positioning.Refer to R-Q 803 -231 M-L 362 -165 scaled plate plot details for special positioning Q-P 803 -231 L-K 735 -369 requirements. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-T 383 -761 P-E 715 -232 to laterally brace chords as follows: A-S 998 -438 E-0 194 J99 Chord Spacing(in oc) Start(ft) End(ft) S-B 133 -140 0-F 190 -232 TC 24 0.00 40.25 B-R 150 -259 0-N 330 -1041 BC 120 0.00 40.25 C-R 236 -54 N-G 254 -535 Apply purlins to any chords above or below fillers C-P 73 -171 G-L 381 -103 at 24"OC unless shown otherwise above. D-P 191 -304 L-I 213 -297 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 Ameson Derek B Murray iiiMMCIaii PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEQN:17742/T45/COMN WestlndiesDlo Qty: 1 FROM: DRW: T16 Wgt:231.0 lbs ... / ... 01/20/16 ' 529 1 922 110'4115 15'7"6 1 17'11"1 2310" 1 29'3"11 131'0"114 34'9"5 1 40'3" 1 527 3'11"10 1'2"3 577 73"10 5'11" 5'S"11 1'9"4 3'8"7 5511 o5XX5 a1)(5 12 5 p 64)(5 D G als 03X80 ! 4X5 64X5 B H 14X5 b 3*.i. 8 112X4 A���'''' - J 3X3 is�+s'. _ 21"2 =`i M4. s,- K N U 114X8 T S R 0 - 1-11133X48(1E5) c �' 10'1"2 1 3X8 =318 •4X5 i� 0 N M 1 23'11"12 1 16'3"4 ---I 7911 4'2"5 3'7"6 2'3"10 5'11" 6'5" 1'9"8 8'2"8 I- 7'9"11 1 12' 1 15'7"6 1 17'11"1 23'10" 1 30'3" 1 32'0 40'3" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.155 R 999 289 U 836 /124 /389 /- /233 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.318 R 909 289 0 1361 /114 /574 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 E - - L 532 /113 /305 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.129 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.44 ft Code 1 Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.580 0 Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.744 L Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.910 Bearings U,0,&L Fcperp=565psi. C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 Lumber A-B 75 -74 G-H 252 -87 B-C 539-1186 H-I 416 -597 Value Set:13B(Effective 6/1/2013) C-D 543-1101 I-J 410 -677 Top chord 2x4 SP#2 0-E 439 -703 J-K 482 -882 Bot chord 2x4 SP#2:B2 2x4 SP M-31: E-F 446 -578 K-L 528 -1116 Webs 2x4 SP#3 F-G 443 -676 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes U-T 1077 -323 0-P 52 17 Plates sized for a minimum of 4.00 sq.in./piece. T-S 944 -251 0-N 421 -174 S-R 944 -251 N-M 421 -174 Purlins R-Q 578 78 M-L 782 -380 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.00 40.25 BC 120 0.00 40.25 A-U 117 -134 Q-G 703 -103 Apply purlins to any chords above or below fillers U-B 492-1255 G-P 330 -986 at 24"OC unless shown otherwise above. B-T 127 -56 P-0 308 -963 Loading T-D 265 -56 0-H 251 -552 D-R 251 -550 H-M 376 -103 Truss passed check for 20 psf additional bottom E-R 252 -98 M-J 215 -298 chord live load in areas with 42"-high x 24"-wide F-0 54 -186 dearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-0-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 OFIV\ PE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:17486/T36/SPEC WestlndiesDlo Qty: 2 FROM: DRW: T18 Wgt:130.2 lbs ... / ... 01/20/16 311' IDB'Il 174'8 I 3IIY 1.12 6111 I 1'717 I .7 c-5x$ i2— `\D.a%3 � T 5 p 2 //�XSe an IOlq It%SP'��'� ,B�■li E U r 6 P) n wB E II .....% D 113X8... 311. •2X4 MI 1 3111 I 12'x5 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.143 B 999 240 H 512 /42 /177 /- /134 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.226 B 657 180 F 608 /206 /211 /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.243 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.383 B - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:18.34 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: 0.324 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.273 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.442 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1054-1800 C-D 130 -154 GCpi:0.18 Plate Type(s): B-C 112 -243 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 Lumber Loading Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30:T2 2x4 SP#2: chord live load in areas with 47-high x 24"-wide H-G 26 -14 G-F 17 -11 Bot chord 2x6 SP SS Dense clearance. Webs 2x4 SP#3:W2,W5,W9 2x4 SP#2: Wind Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC member design.9 A-H 287 -425 B-J 1028 -1535 Bracing End verticals not exposed to wind pressure. A-I 1665 -949 C-J 187 -211 (a)Continuous lateral restraint equally spaced on Additional Notes H-I 77 -279 J-E 33 -50 member. I-G 242 0 J-D 438 -338 The overall height of this truss excluding overhang is I-B 572 -348 E-D 313 -399 Plating Notes 10-5-12. I-J 1660-1108 E-F 314 -400 (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. 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 12.37 BC 120 0.00 12.37 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray BECIZEECONI PE No.60839 PE No.58544 PE No.71457 • ABCC63 Ply:1 SEAN:17751 1 T52/MONO WestlndiesDlO Qty: 7 FROM: DRW: T19 Wgt:65.8 Ibs ... 1 ... 01/20/16 5712 10'4" 5712 5'0"4 12X4 C _ i 12 5 as 4X5 6 ri4X5q III I M - ,►, 10'12 F. . mgXS t14X5p 2X 5'0.4 ) 5712 1 5O"4 10'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.006 B 999 240 F 337 /17 /167 /- /111 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.012 B 999 180 D 337 /92 /196 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.004 C - - F 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= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.425 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.278 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.261 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 74 -375 B-C 41 -67 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bat Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 F-E 52 -205 E-0 306 -201 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-F 125 -316 B-D 244 -371 Plating Notes A-E 297 -1 C-D 118 -106 Plates sized for a minimum of 4.00 sq.in./piece. E-B 137 -12 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 10.33 BC 120 0.00 10.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-10-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inaMEECIOGI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEAN:17772/T60/SPEC WestlndiesDlo Qty: 1 FROM: DRW: T20A Wgt:65.8 lbs ... / ... 01/20/16 5112 10'4- I 5112 574 I II2X4 C i 1 5 �2 4X58 go N s4XSA T `• 3X8 E.4X5 84X I 10'4' j n*4 5'312 I 574 I 10.4- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or*.PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.005 B 999 240 Cr 65 /105 /106 /- /11 /124 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.005 B 999 180 F /1057 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 C - - E /602 Des Ld: 32.00 EXP:C HORZ(TL):-0.027 C - - D /695 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.434 F Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Bearing F Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.825 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 A-B 1705-1739 B-C 1355 -1390 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 2550#( 246.77 pU)along top chord,from either Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and F-E 2541 -2539 E-D 925 -878 Webs 2x4 SP#3 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Lumber value set"13B"uses design values Case 1: 2550 246.77 TC 0.00 10.33 Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC 2550 913.43 BC 0.00 2.79 Webs Tens.Comp. Webs Tens. Comp. Case 2: 2550 246.77 TC 0.00 10.33 Plating Notes 2550 913.43 BC 0.00 2.79 A-F 1066-1065 B-D 1183 -1141 Plates sized for a minimum of 4.00 sq.in./piece. Case 3: 2550 246.77 TC 0.00 10.33 A-E 1660-1630 C-D 117 -105 2550 913.43 BC 0.00 2.79 E-B 1038-1018 Purlins Case 4: 2550 246.77 TC 0.00 10.33 In lieu of structural panels or rigid ceiling use purtins 2550 913.43 BC 0.00 2.79 to laterally brace chords as follows: Drag loads applied to wind load cases parallel to Chord Spacing(in oc) Start(ft) End(ft) truss. IC 24 0.00 10.33 BC 42 0.00 10.33 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. 11 Additional Notes Negative reaction(s)of-1090#MAX. Requires uplift connection.See Maximum Reactions. The overall height of this truss excluding overhang is 5-10-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 • en Michael G Kozlowski Jeffrey P Arneson Derek B Murray � PE No.60839 PE No 58544 PE No.71457 ABCC63 Ply:1 SEQN:17757/T23/MONO Westlndies010 Qty: 1 FROM: DRW: T21A Wgt:19.6 lbs ... / ... 01/20/16 12 3 p C . T 4X48 v TXFl5(E1 . o• co ■ 10'1"2 _�_ D 1 49 1 4,9„ {' 4,9„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 153 /796 /784 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D' 36 /34 /38 /- /- /51.5 BCDL: 5.00 Risk Category:ll Snow Duration:NA HORZ(LL):-0.032 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.033 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.429 Bearings A&A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.714 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2756-2709 B-C 1694 -1710 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Loading Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Chords Tens.Comp. Top chord 2x4 SP#2 2550#( 536.84 plf)along top chord,from either A-D 2449-2452 Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Webs 2x4 SP#3 connections are to be designed by Engineer of Record. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' Drag Loads:Force(#) (PLF) Mbr Start End Maximum Web Forces Per Ply(Ibs) Case 1: 2550 536.84 TC 0.00 4.75 Webs Tens.Comp. Lumber value set"13B"uses design values 2550 536.84 BC 0.00 4.75 approved 1/30/2013 by ALSC Case 2: 2550 536.84 TC 0.00 4.75 C-D 138 -120 2550 536.84 BC 0.00 4.75 Plating Notes Case 3: 2550 536.84 TC 0.00 4.75 All plates are 2X4 except as noted. 2550 536.84 BC 0.00 4.75 Plates sized for a minimum of 4.00 sq.in./piece. Case 4: 2550 536 TC 0.00 00 4.5 2550 536..88 4 BC 0.. 4.75 Purlins Drag loads applied to wind load cases parallel to In lieu of structural panels or rigid ceiling use puffins truss. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.75 BC 41 0.00 4.75 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s)of-796#MAX. Requires uplift connection.See Maximum Reactions. The overall height of this truss excluding overhang is 1-10-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray lialEMMZEI PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:17402/T34/MONO WestlndiesDlo Qty: 1 FROM: DRW: T23 Wgt:172.2 lbs ... / ... 01/20/16 69'9 11'4"12 16'8'8 221'13 2710' I I I 574 I 5'3"12 ) 5'5.5 ( 5'8'3 E=5X5 12 8 7#4X8 0 a, G si . 0 3 p W T 05X7(SRS: cO •5 VIM: I I / 11 ' , 10'1"2 _ 4- a a1 z4- 8 M L K J I H • 5713 5'5"8 2'10"12 2'8"8 5'8"13 5'4.11 • 5713 I 11'1'4 I 14' I 16'8"8 I 22'5'5 I 2710" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.142 C 999 333 A 916 /87 /412 /- /227 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.280 C 999 333 H 916 /168 /418 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.066 I - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.12 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978 Spaang:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.818 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 865-2508 D-E 413 -926 Wind Duration:1.60 WAVE VIEW Ver:15.02.08C.1217.15 B-C 866-2481 E-F 416 -924 Lumber C-D 530-1502 F-G 311 -756 Value Set:138(Effective 6!112013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-M 2374 -1001 K-J 1166 -491 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' M-L 2374-1006 J-I 794 -330 Lumber value set"13B"uses design values L-K 1166 -491 I-H 0 0 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. M-C 116 -20 J-F 102 -200 Purlins C-L 539-1256 F-I 354 -708 In lieu of structural panels or rigid ceiling use puffins L-0 470 -144 I-G 1077 -442 to laterally brace chords as follows: D-J 334 -670 G-H 402 -894 Chord Spacing(in oc) Start(ft) End(ft) E-J 631 -277 TC 24 0.00 27.83 BC 120 0.00 27.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-4-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC63 Ply:1 SEON:174001 T54/MONO WestlndiesDlO Qty: 7 FROM: DRW: T24 Wgt:169.4 lbs ... / ... 01/20/16 5.9.9 11'412 16'8"8 275" 28'5" I 5.9"9 { 574 {" 5'3"12 { 5'8"8 8' I E$5X5 O: 12 8 17 04X8D F]4X8 0 w 3 - T p ;5X7(SRS; G�SXS - 1 I =i�� - „� - i 1 101'2 .. Y4 4 s 4 - X =4-G .. M L K J 1 113X8 57"13 668 71092 2'8"8 6' 68'8 1 5713 { 11'1"4 I 14' I I{ 278"8 I 28'5" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.145 C 999 340 A 937 /280 /407 I- /235 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.288 C 999 340 H 948 /275 /425 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.070 H - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.12 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.434 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.833 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1339-2576 D-E 568 -972 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1339-2548 E-F 567 -982 C-D 767-1553 F-G 521 -1147 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 A-M 2439-1321 K-J 1209 -515 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' M-L 2439-1326 J-I 894 -351 Lumber value set"13B"uses design values L-K 1209 -515 I-H 32 -22 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.inipiece. M-C 115 -22 J-F 213 -264 Purlins C-L 847-1279 F-I 112 -128 In lieu of structural panels or rigid ceiling use purlins L-D 477 -244 I-G 878 -332 to laterally brace chords as follows: D-J 457 -676 G-H 430 -923 Chord Spacing(in oc) Start(ft) End(ft) E-J 682 -433 TC 24 0.00 28.42 BC 84 0.00 28.42 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 9-4-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 0 ABCC63 Ply:2 SEAN:17763/T8/FLAT WestlndiesDlo Qty: 1 FROM: DRW: T27 Wgt:91.0 lbs ... / ... 01/20/16 2'4"6 4'0"12 5'7"14 7'8"8 2'4"6 1'8"6 1'7"2 2'0"10 3X8 1112X4 =-:4X8 A=4X5 B C D W7 =4X5 E T W9 i_. _ -J7A 0 10'1"2 J 1=4X8 Fi=6X12 G 1112X4 F {112X4 1'9"2 2'3"10 2'0"10 1'7"2 1,9„2 -I 4'0"12 -I 611"6 = R8 7'8"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.027 C 999 240 J 741 /138 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 C 999 180 F 602 /128 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.011 A - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min erg Width Req= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.126 Bearing J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.408 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.343 Maximum Top Chord Forces Per Ply(Ibs) Pa ft C&C Dist a:3.00 Specified FTIRT:30(0)/10(0) Mfg Speed Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 152 -855 C-D 219 -1180 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 219-1180 D-E 114 -578 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) J J.I 20 -4 H-G 744 -152 Webs 2x4 SP#3:W1,W7,W9 2x6 SP#2: TC 24 0.00 7.71 92 0.00 7.71 I-H 953 -178 G-F 16 -4 :W3,W5 2x8 SP#2: Apply puriins to any chords above or below fillers Lumber value set"13B"uses design values at 24•'OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSO The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp. Nailnote spans at 24"OC in lieu of structural sheathing. A-J 69 -364 H-D 477 74 Nail Schedule:0.131"x3",min.nails Additional Notes A-I 900 -159 D-G 69 -304 Top Chord:1 Row @12.00•'o.c. Truss must be installed as shown with top chord up. I-B 40 -152 G-E 615 -120 Bot Chord:1 Row @12.00"o.c. B-H 245 -44 E-F 63 -283 Webs :1 Row © 4"o.c. The overall height of this truss excluding overhang is C-H 11 -9 Use equal spacing between rows and stagger nails 1-0-0. in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 27 pit at 0.00 to 27 plf at 4.06 TC-From 54 plf at 4.06 to 54 plf at 7.71 BC-From 5 plf at 0.00 to 5 plf at 4.06 BC-From 10 plf at 4.06 to 10 plf at 7.71 BC- 490 lb Conc.Load at 2.06,4.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. 1 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MMMERME PE No.60839 PE No.58544 PE No.71457