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1770 MARITIME OAK DR - TRUSS , Riverside Homes Site Information Atlantic Beach Country Club 107 Duval OFFICE COPY ifkfP IlitE Structural Engineer of Record Derek B.Murray PE No.71457 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 48 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE I NO ! JOB ID I TRS ID I DATE 1 ABCC107 B01 12/17/2015 31 ABCC107 T03 12/17/2015 2 ABCC107 F01 12/17/2015 32 ABCC107 T04 12/17/2015 3 ABCC107 F02 12/17/2015 33 ABCC107 T05 12/17/2015 4 ABCC107 F03 12/17/2015 34 ABCC107 T06 12/17/2015 5 ABCC107 F04 12/17/2015 35 ABCC107 T07 12/17/2015 6 ABCC107 F05 12/17/2015 36 ABCC107 T08 12/17/2015 7 ABCC107 F06 12/17/2015 37 ABCC107 109 12/17/2015 8 ABCC107 F07 12/17/2015 38 ABCC107 T10 12/17/2015 9 ABCC107 FG01 12/17/2015 39 ABCC107 T11 12/17/2015 10 ABCC107 FG02 12/17/2015 40 ABCC107 112 12/17/2015 11 ABCC107 FG03 12/17/2015 41 ABCC107 T13 12/17/2015 12 ABCC107 FG04 12/17/2015 42 ABCC107 T14 12/17/2015 13 ABCC107 FG05 12/17/2015 43 ABCC107 T15 12/17/2015 14 ABCC107 FG06 12/17/2015 44 ABCC107 116 12/17/2015 15 ABCC107 FGE01 12/17/2015 45 ABCC107 T17 12/17/2015 16 ABCC107 FGE02 12/17/2015 46 ABCC107 118 12/17/2015 17 ABCC107 FGE03 12/17/2015 47 ABCC107 T19 12/17/2015 18 ABCC107 GE01 12/17/2015 48 ABCC107 T20 12/17/2015 19 ABCC107 6E02 12/17/2015 20 ABCC107 GE03 12/17/2015 21 ABCC107 GE04 12/17/2015 22 ABCC107 GE05 12/17/2015 23 ABCC107 GE06 12/17/2015 24 ABCC107 HJ01 12/17/2015 25 ABCC107 J01 12/17/2015 26 ABCC107 J02 12/17/2015 27 ABCC107 103 12/17/2015 28 ABCC107 J04 12/17/2015 29 ABCC107 O1 12/17/2015 ,``,`.,1' ' •t 11 a�`�a,P� 30 ABCC107 T02 12/17/2015 �`9`..F ........ Pter `;', Apex Technology i N• ' ..* = w Apex Technology is a ficticious name owned by Jax Apex Technology.Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745„ : * ;Q Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 Lu Z. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above "Q TAT O15 and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- _ p,. 02 2002 Section 2 l,0,�• • q\0.' (, �. 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 61015- 6.••"76•• _J„ `,b 31.003 of the Florida Board of Professional Engineers S 1ry7 t 'e"If1111111 t ., v. • Job#ABCC107 BEARING INFORMATION QTY SPAN I DESCRIPTION BRG# REACTION UPLIFT 2 1314.20 411.00 1 40'03"00 T07 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 189.00 2 1314.20 182.00 1 40'03"00 T08 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 153.00 2 1314.20 183.00 1 40'03"00 T09 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 165.00 2 1314.20 230.00 1 40'03"00 T10 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 160.00 2 1314.20 221.00 1 40'03"00 T11 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 154.00 2 1314.20 199.00 1 23'00"00 T12 SPEC 5.00/12 Pitch 1 -Ply 1 208.12 0.00 2 1291.04 258.00 6 23'00"00 T13 MONO 5.00/12 Pitch 1 -Ply 1 783.95 60.00 2 858.22 200.00 1 22'10"00 T14 MONO 5.00/12 Pitch 1 -Ply 1 1740.33 0.00 2 743.99 0.00 3 22'10"00 T15 MONO 5.00/12 Pitch 1 -Ply 1 775.42 66.00 2 839.22 186.00 1 22'10"00 T16 MONO 8.00/12 Pitch 1 -Ply 1 762.93 118.00 2 762.93 119.00 1 2210"00 T17 COMN 8.00/12 Pitch 1 -Ply 1 762.93 218.00 2 762.93 224.00 3 2210"00 T18 COMN 8.00/12 Pitch 1 -Ply 1 762.93 216.00 2 762.93 222.00 6 23'05"00 T19 COMN 8.00/12 Pitch 1 -Ply 1 958.46 241.00 2 959.72 241.00 2 01'08"00 T20 MONO 5.00/12 Pitch 1-Ply 1 54.31 0.00 2 54.31 43.00 WOODFLOOR QTY SPAN DESCRIPTION I BRG# REACTION UPLIFT 2 21'05"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 656.06 0.00 2 1300.51 0.00 3 477.97 0.00 8 12'07"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 679.59 0.00 2 679.59 0.00 2 21'10"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 655.23 0.00 2 1324.30 0.00 3 488.10 0.00 7 06'00"04 F04 SY42 0.00/12 Pitch 1 -Ply 1 332.58 0.00 2 317.21 0.00 2 0511"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 312.92 0.00 2 312.92 0.00 3 0511"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 312.92 0.00 2 312.92 0.00 4 05'02"08 F07 SY42 0.00/12 Pitch 1 -Ply 1 286.46 0.00 2 286.46 0.00 1 21'05"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 809.98 0.00 2 2192.10 0.00 Page 2 of 3 • i v corm-1 A fn 0 m co - m w ZJ pl m A w (/) N CO C C m A m< RIM -1 CO ° X �o p ��m� oo � � > m m p D o m _ rn n Z N>o m m z w - < m zzc°� x °mmyzx ADO I] � p0 (n —� m co zZ ' \ moo- z 0 0 H 0 m >r z ° -n Ti C -i -n = O p 0 0 0 0 r -Zi my z O i�m O rn H 0 3) O m (n 0 m n 0 C Zo cow 0 0 m m )0 7) ,. m m z p )3 c m (o -0 0 0 0 C cn H O D D =N mD r O (n < (n n a H -1 > 0 p H 0 I m m 0 z >o -im m pm mm m -aO ?3 0 � x0 -Im H p C 0m co -4 > oC = (n m w � m = (n _` N m p C m cn m H z M H O > o, Co U) r m � (nD C r- m0 0 * mm °o p 0 m = w 0 z z D o m N m 0 H p z p 0 0 (n Tl > cn p= x D � I On 0 m z Hm n70 <O p .. 0,>,.. xW om m � - 0 m0 z0 D° a) rn 0 0z , C z a, 0z G) C TO m" , 00 0 OZ p 0 co xJ H 0 O H O m mD :0 Z mO O * _i D 0 _,_ 0 -D m •H :U < Z Z �7 r D °o 4, 0 > 0 Icy m (n m > 0 _ Oz S0 o .s, I: x OH O � z m m Z - � p vi p OO is 7_ ? 0, ` -zi m z (n =� O z 73 z I C °O 0 D m z < r m D O (n 5� z -1 z m C 0 p < () z 73 -I 5'Z > _, p 0 z0 m 0 m >i 0 oco m C w H 0) > 0 (n r m 7) -a 0 cn I m r- H m H m 1- D 7) z' 1- OArrV (n m 0 , > (n (n > z p 0 0 ~~ UJ 2O m mOD DO O O z 7J D Z C (n p rn o "' p�-zmwz CO �J > O D m u (n m ?3P0 co Z D < r > (� p nN m "<30, ,. 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CD zo m V REFER TO GABLE END Z< (� w O < BRACING DETAIL ON am ' ' D r m-+ Ox rr N O ti I'N N , • H Dm <� O Z 2 • m m` �N z Ni P mm p O m o W m C p z >o 0 y x H rs o0 13 c (nA — 2z m z (/) m 0 Z yn m N (4, U' Z 0 T O p cn r zo m T N -, m °o D > Om cn °' nm mz zo 0 nZ x nD �`0 = m 0 --- D r..) n W o U) N o m 0 N cT m O m C m m —A z -< 0 > H -I 0 o> ' 77 7) Z a <o Z ry U) U) L C� �C �� 0 oZ -2. v— * 4 a` x 2 D I � ,z G po N N C C /A m� N~ eTh O y 0 oN O - oc mcnz < 7, >, �Q = Cn0 gym_ ---a Dpo vo � U) � r DrmT m< 0 Z Z -G S cn 0m = -Im > 2m --1z = O Zr n —I r Z — p71Qm p p D C _ > 0 1:',1 1 0 En D r cnOcov. Di) _ • O { r X m Z N Z = m n —I —I cn0 T � O N c x —� 2 SS C� cn U • OZD �z) Cn* : cn Op mr „ WCpz (— r. n I i i 7 O �rn m Z_ m 0 II"F , < �z � zm 0 v n > C o -< iH r me O ycn O X r � — ABCC107 Ply:2 SEQN:18042/T34/FLOO WestlndiesCl0 Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 12/17/15 CB A 10'1"2 5'11" 5'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed:NA mph Pf:NA Cc:NA VERT(LL):0.000 - - 240 C 658 /- l- 1- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 633 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber. B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Floor Joist Header: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 184 plf at 0.00 to 184 plf at 3.40 From 191 plf at 3.40 to 191 plf at 5.92 BC- 93 lb Conc.Load at 1.40,3.40 Additional Notes Deflection meets 1J240 live and U180 total 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 Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 ABCC107 Ply:1 1 SEQN:18046/T26/SY42 WestlndiesCl0 Qty: 8 FROM: DRW: F02 Wgt:72.8 lbs ... / ... 12/17/15 5'4"8 72"8 127" F. 5'4"8 I 1,10" { 5'4"8 '-I I--Z6" (NP) III1(3 =et1 III8(3 III8(3 =i(4 IyX3 I 22 -�G LY+ • - 10'1"2 3X4 =3X4 =4X5 I -4X5 i 127 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 Ult Loc R /U /Rw I Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.094 C 999 360 K 680 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.186 C 780 240 H 680 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.044 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: 0.569 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.597 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.297 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 -1290 I:NA GCpi:NA Plate Type(s): B-C 0-1290 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-1298 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 K-J 881 0 I-H 881 0 Webs 4x2 SP#3 J-I 1298 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 -10 D-I 0 -214 to laterally brace chords as follows: A-K 0 -104 I-E 540 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1036 E-H 0 -1036 TC 24 0.13 12.21 B-J 540 0 F-H 0 -104 BC 120 0.13 12.21 J-C 0 -214 H-G 0 -10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 inSOMMCiffi PE No.60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18050/T36/SY42 WestindiesCl0 Qty: 7 FROM: DRW: F04 Wgt:40.6 Ibs ... I ... 12/17/15 2'10"8 3'10"8 6'0"4 2'10"8 I 1' I 2'1"12 "I {- 2'6" —I 1---1'10"12----I 1111AX3 =g 3 III1 3 =3p T re 1 i io 1 f. - 10'1"2 1111X3 =3X3 1111X3 H G F E 3X4 r 6'0"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.021 G 999 360 H 333 I- I- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.040 G 999 240 E 317 I- I- /- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 B - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.016 B - - E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.431 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.277 Maximum Top Chord Forces Per Ply(Ibs) Sparing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.180 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 C-D 0 -300 I:NA GCpi:NA Plate Type(s): B-C 0 -307 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 308 0 F-E 0 0 Bot chord 4x2 SP#2 G-F 307 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins I-H 0 -11 C-F 0 -186 In lieu of structural panels or rigid ceiling use purlins A-H 0 -119 F-D 377 0 to laterally brace chords as follows: H-B 0 -362 D-E 0 -313 Chord Spacing(in oc) Start(ft) End(ft) B-G 55 -40 TC 24 0.13 5.90 BC 69 0.13 5.90 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end 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 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;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEICEMMI PE No 60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18054/T35/SY42 WestlndiesCl0 Qty: 3 FROM: DRW: F06 Wgt:42.0 lbs ... / ... 12/17/15 2108 I 3108 , 511 2'10"8 1' 2'0"8 12,6„ -I 1--1,8.,-I 1111X3 =3X3 1111X3 =3X3 A B C D TI E r ./...1 he. (t) 101 / X3 11 =H G F 3X4 1112X4 1 511 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Litt Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 360 I 313 /- l- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.041 H 999 240 F 313 /- l- 1- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 8 - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.439 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.305 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.168 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 -259 I:NA GCpi:NA Plate Type(s): B-C 0 -266 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 267 0 G-F 0 -1 Bot chord 4x2 SP#2 H-G 266 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -11 C-G 0 -176 In lieu of structural panels or rigid ceiling use purlins A-I 0 -120 G-D 353 0 to laterally brace chords as follows: I-B 0 -314 D-F 0 -298 Chord Spacing(in oc) Start(ft) End(ft) B-H 49 -48 F-E 0 -20 TC 24 0.13 5.54 BC 65 0.13 5.54 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 Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray GIEMMICFNI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:2 SEQN:17964/T32/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG01 Wgt:28.0 Ibs Page 1 of 2 ... / ... 12/17/15 1112X4 A 4X5 B \ _ co \ 1 )0(\ \ i-- 10'1 "2 ( 4X5 C 1112X4 I- 1 '0"8 10ff 8 Ei Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeftICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 D 109 /- I- I- l- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 109 I- I- I- /- /2.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - D Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 B - - C Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.036 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.002 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.003 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Plating Notes Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. D-C 0 0 Top chord 2x4 SP#2 Purlins Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Webs 2x4 SP#3 In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values to laterally brace chords as follows: approved 1/30/2013 by ALSO Chord Spacing(in oc) Start(ft) End(ft) A-D 0 -52 B-C 0 -52 TC 24 0.00 1.04 A-C 0 0 Nailnote BC 12 0.00 1.04 Apply purlins to any chords above or below fillers Nail Schedule:0.131"x3",min.nails at 24"OC unless shown otherwise above. Top Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached Bot Chord:1 Row @12.00"o.c. spans at 24"OC in lieu of structural sheathing. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Additional Notes in each row to avoid splitting. Truss must be installed as shown with top chord up. Special Loads The overall height of this truss excluding overhang is (Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) 1-8-0. TC-From 200 plf at 0.00 to 200 plf at 1.04 BC-From 10 plf at 0.00 to 10 plf at 1.04 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 MEIMEECEE PE No.60839 PE No.58544 PE No.71457 I ABCC107 Ply:2 SEQN:18066/T41/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG02 Wgt:117.6 lbs ... 1 ... 12/17/15 2'4"6 47" 6'9"10 9'2" I" 2'4"6 I 2'2"10 I 2'2"10 I 'I 2'4"6 A 4X5 =4X5 III X4 =4X5 °4X5 B D T 0 èWxtx ° 1 .------------------------- - ° 10'1°2 I H G 1112X4 F 12X4 =4X5 ' .4X10 =4X5 2'0"14 2'6"2 2'6"2 2'0"14 I- 2'0"14 I 4'7" I 7'1"2 I 9'2" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def!CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc udefl u# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.014 C 999 240 J 1079 /_ l- I- l- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.034 C 999 180 F 792 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 A - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.008 A - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.176 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.100 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.349 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -628 C-D 0 -873 I:NA GCpi:NA Plate Type(s): B-C 0 -873 D-E 0 -528 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: J-I 6 0 H-G 595 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 719 0 G-F 3 0 Webs 2x4 SP#3 IC 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 -508 H-D 321 0 spans at 24"OC in lieu of structural sheathing. A-I 734 0 D-G 0 305 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @10.75"o.c. Hangers/Ties I-B 0 -409 G-E 618 0 Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on B-H 178 0 E-F 0 -378 Webs 1 Row @ 4"o.c. C-H 0 -219 manufacturer tested capacities and calculations. Use equal spacing between rows and stagger nails in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer Special Loads publication for additional information. (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=0' uses the following TC-From 238 plf at 0.00 to 238 plf at 5.46 support conditions: TC-From 100 plf at 5.46 to 100 plf at 9.17 Bearing J (0',101"2)HTU26-2 BC-From 10 plf at 0.00 to 10 plf at 9.17 Supporting Member:(3)2x6 SP SS Dense BC- 109 lb Conc.Load at 5.33 (20)0.148"x3"nails into supporting member. Plating Notes (14)0.148"x3"nails into supported member. Plates sized for a minimum of 4.00 sq.in.lpiece. 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 PE No 60839 PE No.58544 PE No.71457 ABCC107 Ply:2 SEAN:173981 T53/SPEC WestlndiesClo Qty: 1 FROM: DRW: FG04 Wgt:99.4 lbs ... / ... 12/17/15 2'7"15 5'3"13 8'1"8 2'7"15 I 2'7"15 I 2'9"11 A=4X5 III 2X 4 -C 5 -4X5D T 1 2-93 --------------- -----------------------___ ---u - _----/------------------ -. .- -. .--- - 1 'Q 0 10'1"2 H 1112X4 G F E0 2'7"15 °4i 10 2,11"7 =1X5 2'6 "3 111214 2'7"15 5'7"5 8'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 C 999 240 H 596 /- /- I- I- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.016 C 999 180 E 774 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.003 E - - E Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.065 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.192 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.262 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -498 C-D 0 -494 I:NA GCpi:NA Plate Type(s): B-C 0 -498 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 3 0 F-E 4 0 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 551 0 Webs 2x4 SP#3 TC 24 0.00 8.12 BC 97 0.00 8.12 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-H 0 -293 C-F 0 -261 spans at 24"OC in lieu of structural sheathing. A-G 551 0 F-D 551 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 8.25"o.c. B-G 0 -213 D-E 0 -381 Bot Chord:1 Row @12.00"o.c. G-C 2 -59 Webs :1 Row © 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 25 plf at 0.00 to 25 plf at 8.12 BC-From 3 plf at 0.00 to 3 plf at 8.12 TC- 286 lb Conc.Load at 1.88,3.88,5.88,7.15 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 e:>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:2 SEAN:18062/T15/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG06 Wgt:260.4 lbs ... / ... 12117/15 37"3 6'4"6 9'6"9 12'3"8 16'0"7 1'7"2 1'8"14 r 1 7 2 1 47"9 -I 7I-1 10�5�1'3"10 r 14'1"2 1 l'11"6 17'1 1 13 I 19'11"2 I 21'10"8 1'7"2 1'5"6 1's"2 1'S"6 1'9"10 1'11"6 1'11"6 111"6 ''' A B C 1112X4 =8X F G 2 IIIH 4 D E I J K L M N 1 ■ II- 10'1"2 '� 1112X4 =5X7 PA =3X4 At7 AB AA Z Y X W V U T S R Q P • 112X4 1112X4 1 1254 1 954 1'3'1 1. 0-1 11' 7 2 'I 11 7 2_'I 1 1'814 1 �--I 11'11"6 11.11"6 _I_ 1'11"6 I 1'3"10 1,7,.2 4'5"13 1 8"14 7'9"12 1'S"6 10'11"15 1'7"2 14' ,,,,I 16'3"15 18'3"5 20'2"10 1 7"14 2'1I 0"11 6� 7'10 993„1 H 1�T 144' 0 2r� 10"8'1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lot Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.032 Y 999 240 AC 951 /- I- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.054 Y 999 180 U 2659 I- I- I- l- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 A - - 0 303 /74 /- /- /- /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.015 V - - AC Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 U Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.331 0 Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.983 Bearings AC,U,&0 Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.413 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 0 -450 H-I 226 0 Lumber Purlins B-C 0 -880 I-J 1000 0 C-D 0-1103 J-K 517 0 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 0-1107 K-L 326 -32 Top chord 2x6 SP#2 to laterally brace chords as follows: E-F 0 -899 L-M 172 -140 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) F-G 0 -536 M-N 61 129 Webs 2x4 SP#3 TC 24 0.00 21.88 G-H 226 0 BC 112 0.00 21.88 Lumber value set"138"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Bot Chord Forces Per Ply(Ibs) Nailnote The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails AC-AB 2 0 V-U 0 -835 Top Chord:1 Row @12.00"o.c. Additional Notes AB-AA 536 0 U-T 0 -577 Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Z 927 0 T-S 0 577 Webs :1 Row @ 4"o.c. Z-Y 1107 0 S-R 17 -352 Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is Y-X 1092 0 R-Q 136 -191 in each row to avoid splitting. 1-8-0. X-W 833 0 Q-P 149 -74 Special Loads W-V 432 0 P-O 1 0 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(Ibs) TC-From 50 plf at 0.00 to 50 plf at 7.88 TC-From 50 plf at 7.88 to 50 plf at 14.27 Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 14.27 to 100 plf at 21.88 BC-From 5 plf at 0.00 to 5 plf at 14.00 A-AC 0 -479 H-V 29 -3 BC-From 10 plf at 14.00 to 10 plf at 21.88 A-AB 632 0 V-I 867 0 BC- 317 lb Conc.Load at 2.27,4.27,6.27,8.27 AB-B 0 -389 I-U 0 -751 10.27,12.27,14.27 B-AA 4% 0 U-J 0 -642 AA-C 0 -211 J-S 375 0 Plating Notes C-Z 249 0 S-K 0 -376 All plates are 4X5 except as noted. Z-D 6 -39 K-R 147 0 Plates sized for a minimum of 4.00 sq.in./piece. Y-E 155 0 R-L 0 -217 E-X 0 -304 L-Q 88 0 X-F 324 0 Q-M 13 -124 F-W 0 -462 M-P 58 -95 W-G 4% 0 P-N 162 -77 G-V 0 -753 N-O 40 -146 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 inIFEEMONI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:17958/T1/SY42 WestlndiesClo Qty: 1 FROM: DRW: FGE01 Wgt:123.2 lbs Page 2 of 2 ... / ... 12/17/15 H-AC 0 -134 P-V 0 -133 I-AB 0 -133 Q-U 0 -138 J-AA 0 -133 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 t PE No.60839 PE No 58544 PE No 71457 ABCC107 Ply:1 SEAN:179601 T21 SY42 WestlndiesClo Oty: 1 FROM: DRW: FGE03 Wgt:19.6 lbs ... / ... 12/17/15 1.2"--{ 1111X3 A B T I �: F pta,NN: C eo ll 1 ii—'— A\ 101'2 III2X4, Z!!I I- --1,8.. „I H-1,8"-H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 360 B. 95 /- l- I- I- 1 20.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 E Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - Bearing E Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):-0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.185 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.039 A-B 1 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.015 C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes E-D 0 -1 Value Set:138(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#3 1-8-0. Webs4x2SP#3 F-E 0 -8 B-D 0 -65 Lumber value set"138"uses design values A-E 0 -65 D-C 0 -8 approved 1/30/2013 by ALSC A-D 0 0 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 3X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 1.29 BC 14 0.13 1.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge.7/16"Crown,2-112"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. 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 • ABCC107 Ply:1 SEAN:18000/T23/GABL WestlndiesClO Qty: 1 FROM: DRW: GE02 Wgt:119.0 Ibs ... I ... 12/17/15 I 710"8 , 4'78 I 5'6"8, 8'10"8, 6'78, 9'6"8, 10'10"!1_12'78, 13'8"8, 16'5• I 710.8 14" 1'4" 1'4" 14" 1'4" 1'4" II VC 14" 2'10"8 F_SXS T ,1 83X3E G 113X3 D H 3X3 12 10 M3X3C I/3X3 3X3 B J 13%3 A�'� .i _� ILL Ki2X4(D8R).. I fi - •.,20'11 /2X4 8R)' .. T S R a P=5X5 O N L I 18'5" 710"8 1'4" 14" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 2'10.8 710"8 I 478 I 5'8"8 1 8'10"81 878 1 9'8-8 1 10'10.4 12'2-8' 13'6"81 18'5" I Loading Criteria(psO Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.002 F 999 240 A' 68 /500 /492 /- /209 /197 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 T 999 193 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 L - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.004 G - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:24.61 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.115 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.133 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.134 A-B 122 -160 F-G 198 -44 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 72 -91 G-H 125 -52 GCpi:0.18 Plate Type(s): C-D 73 -72 H-I 73 -72 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 D-E 125 -52 I-J 72 -91 Lumber E-F 198 -44 J-K 122 -160 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 Webs2x4SP#3 A-T 144 -101 P-O 156 -108 Lumber value set"138"uses design values T-S 150 -105 O-N 154 -107 approved 1/30/2013 by ALSC S-R 152 -106 N-M 152 -106 R-Q 154 -107 M-L 150 -105 Plating Notes Q-P 156 -108 L-K 144 -101 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-T 162 -131 O-G 100 -87 to laterally brace chords as follows: C-S 73 58 N-H 102 77 Chord Spacing(in oc) Start(ft) End(ft) D-R 102 -77 M-I 73 -58 TC 24 0.11 16.23 E-Q 100 -87 L-J 162 -131 BC 120 -0.04 16.38 F-P 0 -197 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 7-1-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUEMZEOREI PE No.60839 PE No.58544 PE No 71457 ABCC107 ' Ply:1 SEAN:18002/T39/GABL WestlndiesCio Qty: 1 FROM: DRW: GE04 Wgt:22.4 lbs ... / ... 12/17/15 4'1" 574 g2 4'1" I 1'2"4 UI3X3C 12 5 p g A LI A_. _A/W _N N fV ELI le s j_420.11" f2X4(D8R) 55" E 1 4'1" l'2"4 I 4.1" I 5'3.4 1I 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Deft/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.007 E 999 240 A 116 /13 /49 /- /96 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 E 999 180 A' 48 /137 /124 /- /- 159.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.005 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.30 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.327 Bearings A&A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.250 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.098 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 35 -148 B-C 9 -30 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#3 A-E 6 -13 E-D 0 0 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. Gables Tens. Comp. approved 1/30/2013 by ALSO B-E 358 -187 C-D 15 -23 Plating Notes All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.03 5.25 BC 65 -0.17 5.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 2-5-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEMIEMIONI PE No.60839 PE No.58544 PE No.71457 • ABCC107 Ply:1 SEQN:18111/T14/GABL WestlndiesCl0 Qty: 1 FROM: DRW: GE05 Wgt:224.0 lbs Page 2 of 2 ... / ... 12/17/15 AF-AD 36 0 AO-H 73 -38 AG-AC 9 -22 U-AP 66 -33 AH-AB 71 -9 AQ-I 64 -41 Al-C 93 -90 T-AR 49 -25 AA-AJ 94 -23 J-S 76 -90 Z-D 76 -90 AS-R 94 -23 AK-Y 49 -24 K-AT 92 -93 E-AL 63 -40 Q-AU 72 -9 AM-X 68 -34 P-AV 9 -22 F-AN 74 -39 O-AW 36 0 V-G 125 -105 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 ABCC107 Ply:1 SEAN:181071 T5/GABL WestlndiesClO Qty: 1 FROM: DRW: GE06 Wgt:219.8 lbs Page 2 of 2 ... I ... 12/17115 G-AF 72 -75 W-P 72 -75 H-AE 82 -75 V-Q 71 -78 I-AD 61 -85 U-R 183 -195 AC-J 0 -358 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 ABCC107 Ply:1 SEAN:180051 T44/JACK WestindiesClo Qty: 2 FROM: DRW: J01 Wgt:4.2 lbs ... / ... 12/17/15 12 5 =3X4(B2 �, 10'9"1 A _hit, 10'1"2 ti C Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 36 /4 /17 1- /14 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - B 24 /16 /12 /- 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.034 C Min Brg Width Req=B Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.010 Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 9 -24 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 10 0.08 1.00 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inECECIMEM PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:180071 T45/JACK WestlndiesClo Qty: 2 FROM: DRW: J03 Wgt:15.4 lbs ... / ... 12/17/15 5 12 12'5"1 ti CV 3X4(62 A 6 10'1"2 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 166 /32 /84 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 1- /28 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B 126 /74 /63 /- /- 1 1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.010 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.594 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.355 B Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Speafied Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 49 -77 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.08 5.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-7-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEQN:18009/T37/COMN WestlndiesCl0 Qty: 15 FROM: DRW: T01 Wgt:112.0lbs ... / ... 12/17/15 4.118 8'78 11715 16'81 21'10" I 4'1"8 I 4'1" I 3.0,7 I 5'3-9 I 5'3"9 I 05X5 T ∎1 12 \D,5X7ISRS, 12 ,2B X4 Q 5 12X4 10 V Nin F.- p a 114X5(82)q Fa 3X4(81) 1 ■ � u = 1 2011- .. =5X7 as 3X4 ,7.41. I 8'0•'8 1'9'8 8'4'•11 5'5'5 2' AI 8.78 I 10 I 164"11 I 21'10" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.071 G 999 260 A 734 /344 /321 /- /214 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.143 G 999 260 F 723 /359 /310 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.060 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.92 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.417 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.975 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.603 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 588 -957 D-E 1030 -1344 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 580 -779 E-F 908 -1373 Lumber C-D 611 -759 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-I 671 -283 H-G 859 -443 Lumber value set"13B"uses design values I-H 859 -443 G-F 1211 -769 approved 1/30/2013 by ALSC Plating Notes Webs Maximum Tens.Comp. Per W Webs(Ibs)Tens. Comp. P Plates sized for a minimum of 4.00 sq.in./piece. B-I 241 -191 D-G 457 -431 Purlins C-I 692 -624 G-E 344 -267 In lieu of structural panels or rigid ceiling use purlins I-D 620 -586 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 21.83 BC 95 0.00 21.75 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 7-5-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray inlEialinEMI PE No 60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18112/T29/COMN WestlndiesClo Qty: 4 FROM: DRW: T03 Wgt:140.0 Ibs ... I ... 12/17/15 61"12 173 18 18'5"4 247 6'112 I 6'1"12 I 61-12 I 61"12 I C=5x5 RI 5 p t2 �qr B D 44X5 I, lir g a) w E 114X4 ill TXgA (a) K w8 • 1 �IY In la I mY 171'2 �"' 4X8 =�XS .3X4 =4G X5 - 114I 1 1 24'1"8 8'2"5 1'9"11 6'4"11 82"5 I 6.2"5 I 10' I 16.4"11 I I 247. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell IA Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.055 I 999 294 J 864 /270 /341 /- /114 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.101 I 999 294 K 865 /266 /350 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.048 F - - J Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.34 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.445 Bearings J&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.830 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.388 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 134 -87 C-D 835 -1187 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 840-1192 D-E 230 -181 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 6-9-11. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 J-I 1095 -635 H-G 867 -429 Webs 2x4 SP#3:W8 2x8 SP#2: I-H 867 -429 G-F 1090 -629 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-J 220 -153 C-G 366 -175 member. J-B 733-1266 G-D 226 -172 B-I 234 -176 D-F 674 -1167 Plating Notes I-C 373 -180 E-F 279 -206 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 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 erE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEECIELEI PE No 60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:18155/T13/COMN WestlndiesCl0 Qty: 1 FROM: DRW: T05 Wgt:218.4lbs ... / ... 12/17/15 63"8 12'3"8 17'0"10 21'9"11 23'10 8 2911" 33'3"14 403" 6.3"8 1L 6' I 4'9"1 I 4.9 1 12'0'1 6.0'.8 I 3'4"14 I 6'11'2 C=6X6 12 52 5 p D 4X5 04X5 8 =4X5 E-5X7 F = .-G 04X ` T n TA I H 02X4 $. o 171'2 - r ..)- =-4X5(82) aR aQ P a 0 N=3X3 M I 1113X8 - + 1 10'1"2 = 113X8 8 I,•; L K J 1 2311"12 1 163"4 1 6' I 4' I 23"8 I 9'T'15 1 1'11" 4'4"8 I 1'8"I, 10'4" 6' 10' 12'3 8 21'11"7 23'10' 28'3" 2911 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.039 0 999 290 R 771 1 246 /351 /- /207 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 0 999 290 L 1365 /402 /579 I- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 N - - I 506 /169 /285 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.029 N - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code 1 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: 0.525 L Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.957 I Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.581 Bearings R,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(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 466 -1071 E-F 333 -520 B-C 444 -858 F-G 135 -30 Value Set:13B(Effective 6/1/2013) C-D 461 -839 G-H 294 -483 Top chord 2x4 SP#2 D-E 433 -631 H-I 391 -778 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply fibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC R-Q 212 -164 N-M 31 -40 Plating Notes 0-P 947 -240 L-K 392 -109 Plates sized for a minimum of 4.00 sq.in./piece. P-0 947 -240 K-J 392 -109 0-N 825 -228 J-I 656 -297 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 40.25 A-R 361 -743 E-N 242 -389 BC 75 0.00 24.04 A-0 931 -370 N-F 921 -299 BC 120 24.17 40.17 0-B 121 -153 F-M 444 -1010 Apply purlins to any chords above or below fillers B-0 170 -314 M-L 465 -998 at 24"OC unless shown otherwise above. C-0 353 -160 L-G 199 -575 Wind 0-D 171 -185 G-J 373 -110 D-N 118 -435 J-H 252 -355 Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-9-11. 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 linEEMEMI PE No.60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEON:18161/T31/COMN WestlndiesCl0 City: 1 FROM: DRW: T07 Wgt:219.8 lbs ... / ... 12/17/15 6'3"8 173"8 17'9"11 23'10"8 25'11" 33'1" 403" I 6.3„8 I 6' I 5.6,.3 I 6,0.13 I 70.,81 7,7, I 7.2., I C 6x6 .LI 5 12 E s 4X5 13 D°5X7 =4X5 A°4x G T I 4,o 0 14:,`I� _ _ 171'2 ae• 6�� _ . _ a - w 4X5(132) P 53X8 0 N. M L K H 1- �'�3X8 a--7 �r 101"2 J I 1 231112 1 103"4 1 6' 4' 2'3"8 5'911 5'9"5 6'4'8 10 6' 1 10 1 12'3"81 18'1"3 I 23'10"8 I 303" I I 403" 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 M 999 290 P 766 /114 /355 /- /207 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.090 M 999 290 J 1368 /189 /565 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 J - - H 510 /112 /303 /- /- 15.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.027 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.649 J Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.656 H Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.415 Bearings P,J,&H Fcperp=565psi. Spacing:24.0" P 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:15.01.02F1.1028.19 Lumber A-B 505 -1065 E-F 206 -56 B-C 508 -845 F-G 345 -514 Value Set:13B(Effective 6/1/2013) C-D 516 -833 G-1-1 419 -813 Top chord 2x4 SP#2 D-E 549 -785 Bot chord 2x4 SP#2 Webs 2x4 SP#3 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 P-O 212 -164 L-K 27 -40 Plating Notes 0-N 941 -284 J-I 90 -25 Plates sized for a minimum of 4.00 sq.in./piece. N-M 941 -284 I-H 692 -317 M-L 822 -325 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 0.00 40.25 A-P 381 -740 L-E 1007 -408 BC 75 0.00 24.07 A-0 925 -413 E-K 435 -901 BC 75 24.17 40.17 0-B 136 -143 K-J 423 -932 Apply purlins to any chords above or below fillers B-M 152 -323 J-F 148 -468 at 24"OC unless shown otherwise above. C-M 330 -178 F-I 525 -202 Wind M-D 209 -198 1-G 301 -454 D-L 284 -536 Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-9-11. • 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 EIMIECIIMA PE No 60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:18181/T21/COMN WestlndiesClo Qty: 1 FROM: DRW: T09 Wgt:268.1 lbs ... / ... 12/17/15 1 6'3"8 I 12'3"8 113'9"11 17'10'5 , 21'11" I 24'0"41 31'0"15 31' 1" 40'3" I 6'3"8 6' 1'6"3 4'0"10 4'0"10 2'1"4 7'0"11 1110 41 8'4" =6X6 EE -5X5 12 D 5X7 III2X4 S `r\5 r= . 112X4 84X5 8 T4 %3X8 H in A'6SXS • I%4X5 N 1111 k) ,d-.1_ _ =8X12 co r u 111 12'1'2 _ =�4X5(A1) iv 1113X8 R O P 0 I J 1 = err - 101'2 114X5 -• 5 II6X8 N L K r 6' ' 4' I 2'3"6 I 5613 I 6'0'2 I 6.4..8 I 1'8"I 8'4" 1 6' 10' 123"8 17'10'5 23'10-8 30'3" 31'17 403" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.236 G 999 481 S 1307 /163 /558 /- /207 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.459 G 999 481 J 1316 /230 /655 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.124 K - - S Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.793 Bearings S&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.332 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.933 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 842-1993 F-G 1370 -2957 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 904-1973 G-H 1257 -2966 Lumber C-D 912-1888 H-I 1233 -2985 D-E 1062-2248 I-J 1070 -2693 Value Set:138(Effective 6/1/2013) E-F 1062-2248 Top chord 2x4 SP#2:T4 2x4 SP M-30: Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC S-R 211 -164 O-M 2275 -773 R-Q 1809 -603 N-L 39 -16 Bracing Q-P 1809 -603 L-K 39 -16 (a)Continuous lateral restraint equally spaced on P-O 2039 -671 K-J 2411 -906 member. Plating Notes Maximum Web Forces Per Ply(Ibs) g Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-S 574-1269 O-F 104 -130 Purlins A-R 1793 -714 F-M 1150 -530 In lieu of structural panels or rigid ceiling use purlins R-B 203 -335 M-N 107 0 to laterally brace chords as follows: B-P 134 -217 M-G 274 -353 Chord Spacing(in oc) Start(ft) End(ft) C-P 1188 -561 M-K 2450 -918 TC 24 0.00 40.25 P-D 561 -1119 M-I 277 -63 BC 120 0.00 40.10 D-0 454 -151 K-I 312 -605 Apply purlins to any chords above or below fillers E-0 163 -252 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 6.9-11. 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 ep:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18185/T4/COMN WestlndiesCl0 Qty: 1 FROM: DRW: T11 Wgt:261.1 Ibs I ... 12/17/15 7'4"11 9'2"2 145"6 17'11" 231011 31'0"15 1 1 40'3" 7'4"11 I 1'9"7I 57"4 I 3'1"10 51 5'11"8 I 7'2'7 '101 8'4" D %ix5 _-5X5 12 5 p 803X8:./" F 4X5 1113X3 c (a) %3X8 G a, A 05 .. H 4X5 ii T5 �i u - •11: (a) 012'1"2 • -"P -p N IL 1� `, 1113X8 4X5(A1) 1 s - 7 10'1"2 114X5 =4X5 1116X8 M K J 7'4"11 27"5 7'9"4 61"4 6'4"8 1'8" 8'4" 1 7'4"11 I I I 17'9"4 { 23'10"8 I 30'3" I31'111 407 I 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): 0.221 L 999 481 Q 1307 /153 /560 I- /234 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.430 L 999 481 I 1316 /199 /658 I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.061 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.119 J - - 0 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.28 ft Code I Misc Criteria Creep Factor.1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.963 Bearings 0&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.255 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.929 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 838-2092 E-F 872 -1966 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 962-2109 F-G 1165 -2912 Lumber C-D 982-2070 G-H 1140 -2932 D-E 855-1755 H-I 1040 -2698 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#2:T5 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Q-P 240 -190 M-K 47 -16 approved 1/30/2013 by ALSC P-O 1649 -457 K-J 47 -16 O-N 1649 -457 J-I 2416 -862 Bracing N-L 2624 -874 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-Q 556-1268 N-F 498 -1128 A-P 1849 -679 F-L 660 -202 Purlins B-P 315 -463 L-M 108 0 In lieu of structural panels or rigid ceiling use purlins P-D 396 -180 L-J 2440 -870 to laterally brace chords as follows: D-N 361 -122 L-H 310 -66 Chord Spacing(in oc) Start(ft) End(ft) N-E 530 -226 J-H 287 -576 TC 24 0.00 40.25 BC 120 0.00 40.10 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 7-10-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEON:17396/746/MONO WestlndiesC10 Qty:6 FROM: DRW: T13 Wgt:190.4 lbs / ... 12/17/15 5711 I 972 11os-B I 159 5 I 23• 5711 3'11'8 1TS s0'I5 T5.11 ■3X3r _ /5X7 E W10 fat 5 min H10101 _ ■8X8 G • It 05X5 D ! 1N AX1,fi no ,4xs 8 W8 /4X5 A T r: F ; ■ '13X8 4.117 .ax5 5,4,.2 .8X8 259 .1x4 2,4'9 I 77.2 H • 4.117 I 10'3-10 I 13• I 151.9 I 22 1 Loading Criteria(psf) I Wind Criteria Snow Criteria(Pg.Pf in PSF) DefBICSI Criteria •Maximum Reactions(ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.426 I 648 275 M 796 /61 /375 /- /253 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.734 I 376 275 H 983 /198 /425 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.186 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.320 E - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.66 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: 0.333 Bearing M Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.282 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.981 Maximum Top Chord Forces Per Ply(Ibs) Pa 9' C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 220-1055 0-E 1373 -3777 I Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 194 -1003 E-F 106 -99 Lumber Hangers/Ties C-D 198 -918 Value Set:138(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply Ibs Top chord 2x4 SP M-31 manufacturer tested capacities and calculations. y( ) Bot p Conditions may exist that require different Chords Tens.Comp. Chords Tens. Comp. Webs 2xx 4 SP#3 chord 2x6 SS Dense connections than indicated.Refer to manufacturer We M-L 99 -387 J-I 32 -11 :W6,W8,W9,W10 2x4 SP#2: publication for additional information. L-K 948 -533 I-H 20 -8 Lumber value set"13B"uses design values Bearing at location x=22'9" uses the following K-J 32 -11 approved 1/30/2013 by ALSC support conditions: Bearing H (22'9",10'1"2)HTU26 Bracing Supporting Member:(3)2x6 SP SS Dense Maximum Web Forces Per Ply(Ibs) (20)0.148"x3"nails into supporting Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member, member. (11)0.148"x1.5"nails into supported A-M 207 -763 N-I 162 -35 member. A-L 953 -145 N-E 1628 -571 Plating Notes (J)Hanger Support Required,by others L-B 95 -244 N-G 3468 -1454 (I)-plates so marked were sized using 0% B-K 151 -94 E-G 1492 -3562 Fabrication Tolerance, 0 degrees Rotational Wind K-0 392 -861 G-F 160 -202 Tolerance,and/or zero Positioning Tolerance. Wind loads based on MWFRS with additional C&C K-N 1393 -659 G-H 390 -750 Plates sized for a minimum of 4.00 sq.in./piece. member design. D-N 2599 -1047 Right end vertical not exposed to wind pressure. Purlins In lieu of structural panels or rigid ceiling use purtins Additional Notes to laterally brace chords as follows: The overall height of this truss excluding overhang is Chord Spacing(in oc) Start(ft) End(ft) 11-4-5. TC 24 0.00 23.00 BC 120 0.00 23.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray OCEITEECCEI PE No.60839 PE No.58544 PE No.71457 ABCC107 ' Ply:1 SEAN:18101/T48/MONO WestlndiesClo Qty: 3 FROM: DRW: T15 Wgt:134.4 lbs : ... / ... 12/17/15 T8'8 972 15'5• 22'10• T8'8 11'sto I 8714 I T5'. I B3x3r _ CD 4x5 E I 12 5 /3%4� U) F /4%5 4, le) /3%48 1H05101E$ A'r ' II . m 10'1.2 YI J I H G 7 i2 2'5.4 5'r8 7'8-8 1 T8-12 I 10' I 151-8 I 2210 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.079 J 999 274 A 775 /66 /377 1- 1249 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.144 J 999 274 G 839 /186 /422 /- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.031 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.061 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.96 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.383 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.637 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.494 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 280-1327 D-E 114 -759 Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.02F1.1028.19 B-C 243-1220 E-F 61 -97 Lumber Wind C-D 92 -792 Value Set:138(Effective 611/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP M-30:T2 2x4 SP M-31: member design. Maximum Bot Chord Forces Per Ply(Ibs) P Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Webs 2x4 SP#3 A-J 1052 -515 I-H 1051 -516 :Lt Slider 2x8 SP#2:BLOCK LENGTH= 1.500' Additional Notes J-I 1051 -516 H-G 649 -272 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 10-7.8. • Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on J-C 208 0 E-G 378 -902 member. C-H 281 -440 F-G 142 -160 H-E 416 -79 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 22.83 BC 120 0.00 22.83 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 IMICECEMEI PE No.60839 PE No 58544 PE No.71457 ABCC 107 Ply:1 SEAN:18103/T49/COMN WestlndiesClo Qty: 1 FROM: DRW: T17 Wgt:155.4 lbs ... / ... 12/17/15 5712 1818 ) 1338 ' 18012 2210" " I " " I I 50 2 50"2 32 494 49 4 04X5 05X5 D — 1 12 8 177 E\4X5 12X4 a • t- o ao F 93X3 ,5X5 A T I. li '\II . I 14 -_ 1 • 1r 2.:- .: 1 016'12 -- 1.6X, 1.3X4 m4"1. 114"5 W 14X5 I H 0 5'0'12 4'11'4 3'1'12 9'8"4 1 5'0'12 I 10' I 13'112 I 22'10'. 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 B 999 274 K 763 /218 /355 /- /230 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.042 B 999 274 G 763 /224 /348 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.021 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.59 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.407 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.770 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 318 -807 D-E 368 -700 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 487 -827 E-F 84 -79 Lumber Wind C-D 349 -513 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:B2 2x4 SP M-30: Left end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Deflection meets U240 criteria for brittle and flexible K-J 214 -207 I-H 509 -117 Lumber value set"13B"uses design values wall coverings. J-I 509 -117 H-G 548 -195 approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-K 298 -742 H-D 190 -86 A-J 642 -211 H-E 142 -104 Plating Notes B-J 265 -328 E-G 291 -804 Plates sized for a minimum of 4.00 sq.in./piece. J-C 251 -189 F-G 99 -119 C-H 154 -109 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 8-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEIZIEBCOM PE No.60839 PE No 58544 PE No 71457 ABCC107 Ply:1 SEAN:18108/T22/COMN WestlndiesCio Qty: 6 FROM: DRW: T19 Wgt:156.8 lbs ... / ... 12/17/15 916'4 11813 1T6"12 235' 5'16'4 I 5'10-4 I 510"4 I 516.4 Cm 5X5 - r'i 12 8 V 05X59 D\5X5 r rT al �2X4q E 1303 o T I _ 1 1 - 11 - j 161-2 we -3X4 as4X -: J 4X8 7'9'11 I 275 H 5'7'5 G 7'9"11 �aXB 1 7'9'11 I 10 ( 1575 ( 23.5" 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 G 999 281 J 958 /241 /357 /- /279 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 G 999 281 F 960 /241 /357 I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 E - - J Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.12 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.415 Bearings J&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.662 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.428 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 168 -110 C-D 525 -1022 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 525-1022 D-E 168 -110 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 End verticals exposed to wind pressure.Deflection J-I 805 -292 H-G 625 -127 Webs 2x4 SP#3 meets U240 criteria for brittle and flexible wall I-H 625 -127 G-F 806 -281 Lumber value set"13B"uses design values coverings. 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 162 -156 C-G 424 -206 member. J-B 343-1086 G-D 257 -174 B-I 257 -174 D-F 343 -1086 Plating Notes I-C 422 -206 E-F 161 -156 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 23.42 BC 120 0.00 23.42 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. Additional Notes The overall height of this truss excluding overhang is 9-11-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray , PE No.60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEAN:18026/T38/MONO WestlndiesCl0 Qty: 2 FROM: DRW: T20 Wgt:11.2 lbs ... / ... 12/17/15 12 5 V III 2X4B 1112X4q T 111 in to N r - 1 ■ E 10'1"2 9t 1112X4 1112X40 1,8" 1 1,$„ 1 1 Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Litt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 D 54 /- /21 /- /24 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 B 999 180 C 54 /43 137 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.041 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Mist Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.086 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.054 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.116 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 17 -30 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 D-C 3 -23 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"136"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-D 33 -46 B-C 120 -46 Bracing Fasten rated sheathing to one face of this frame. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.67 BC 20 0.00 1.67 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-5-10. 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 IIMichael G Kozlowski Jeffrey P Arneson Derek B Murray OZEICMELE 1 PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18104/T19/COMN r WestlndiesCl0 • Qty: 3 FROM: DRW: T18 Wgt:152.6 lbs ... / ... 12/17/15 8 11'88 17'1"8 2710" l :' I 5.8..8 i 5.5.. I 5.8.8 c.5X5 T is 12 D\4%8 8 04X88 I I:. E 45X5 T T I ' - I I� 161'2 u - 4X5 .3x4 .X .4" d. 5 K.I4X5 J I H G F 1 58-8 I 4'3-8 I 1.88 I 5'8'8 I 5'5' 1 5'8.8 10' 11'88 17'5- 2210' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# LOC R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 274 K 763 /215 /350 /- /260 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 H 999 274 F 763 /221 /343 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.017 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.12 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.425 Bearing K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.470 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.380 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 300 -818 C-D 357 -655 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 348 -662 D-E 293 -761 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) 9-11-2. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Botchord2x4SP#2 K-J 249 -239 H-G 578 -166 Webs2x4SP#3 J-I 621 -192 G-F 15 -11 Lumber value set'13B"uses design values I-H 621 -192 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-K 287 -738 H-D 159 -209 Purlins A-J 625 -177 D-G 99 -166 In lieu of structural panels or rigid ceiling use purlins J-B 94 -125 G-E 601 -164 to laterally brace chords as follows: B-H 188 -253 E-F 290 -739 Chord Spacing(in oc) Start(ft) End(ft) C-H 351 -215 TC 24 0.00 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 A Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18102/T6/MONO WestlndiesCl0 Qty: 1 FROM: DRW: T16 Wgt:137.2 lbs ... / ... 12/17/15 8'1"8 I 15'3"8 I 22'10" , 8'1"8 72" 76"8 8 6X8 C6X6C iV 111 12 8 n i0 i` D 5X5 05X5 A � T (• I 1 : . u �- '. 1 1)1rrt"z m4X °3X4 -6X8 II, 5 1 1114X5 H G F E 8'1"8 1'10"8 5112 71"4 r 8'1"8 "I" iD "I" 151"12 "I" 22'10" 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 I U /Rw /Rh /RL /W __ TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 274 I 763 /117 /356 /- /192 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 B 999 274 E 763 /119 /348 /- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.011 D - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.361 Bearing I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.515 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.300 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 335 -836 C-D 335 -799 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 364 -577 Lumber Wind Value Set:136(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-31:T2 2x4 SP M-30: member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. I-H 201 -179 G-F 602 -184 Webs 2x4 SP#3 Deflection meets U240 criteria for brittle and flexible H-G 602 -184 F-E 30 -19 Lumber value set"136"uses design values wall coverings. approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on A-I 315 -727 F-C 140 -131 member. A-H 571 -155 F-D 570 -155 B-I-I 159 -42 D-E 319 -729 Plating Notes B-F 128 -169 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 22.83 BC 120 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 7-6-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEQN:18100/T10/MONO WestlndiesClO Qty: 1 FROM: DRW: T14 Wgt:156.1 lbs ... / ... 12/17/15 I 576 I 97'2 I 11'612 I 17.4'7 I 17.10" 59'6 3'4'•12 2'4"10 5'9`6 5'5-14 ■3X3r _ 9 os4 xs 61 2 s p ,4x5° rr -3x4. /4X5 8 I 04X8 ail° __ . Ill 1 l.: 11 - - .: 10'1.2 a 4X, �1'. �Y L K J I ' -H 4G 3X8 556 4510 1'3"4 59"6 5'9'6 1 556 l 10' 111;4 I 17710 I 2217 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.106 B 999 274 L 744 /1166 /1740/- /249 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.120 B 999 274 G 744 /187 /422 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.063 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.072 F - - L Min Big Width Req= 2.1 NCBCLL:10.00 Mean Height:15.96 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.313 Bearing L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.958 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.622 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2323-3232 D-E 1445 -1837 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1997-2699 E-F 828 -867 Lumber Loading C-D 1497-2158 Value Set:138(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP M-30:T2 2x4 SP M-31: 3215#( 141.05 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30:B2 2x4 SP#2: direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: connections are to be designed by Engineer of Record. :W2 2x4 SP#2: Drag Loads:Force(#) (PLF) Mbr Start End L-K 152 -425 I-H 2239 -1633 Case 1: 3215 141.05 TC 0.00 22.83 K-J 2993-2183 H-G 1164 -843 Lumber value set"13B"uses design values 3215 187.28 BC 5.67 22.83 J-I 2182-1371 approved 1/30/2013 by ALSC Case 2: 3215 141.05 TC 0.00 22.83 Bracing 3215 187.28 BC 5.67 22.83 Maximum Web Forces Per Ply(lbs) 9 Case 3: 3215 141.05 TC 0.00 22.83 (a)Continuous lateral restraint equally spaced on 3215 187.28 BC 5.67 22.83 Webs Tens.Comp. Webs Tens. Comp. member. Case 4: 3215 141.05 TC 0.00 22.83 A-L 1179-1702 D-H 256 -509 3215 187.28 BC 5.67 22.83 A-K 2866 -2132 H-E 442 -142 Plating Notes K-B 387 -377 E-G 354 -730 Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes B-I 336 -561 F-G 111 -120 Negative reaction(s)of-1166#MAX.(See Max I-D 330 -105 Purlins Reactions table above)Requires uplift connection. In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is to laterally brace chords as follows: 10-7-8. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.83 BC 53 0.00 22.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: . 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray COECEIDEMIZI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18098/T40/SPEC WestlndiesCl0 Qty: 1 FROM: DRW: T12 Wgt:161.0 lbs ... / ... 12/17/15 7014 972 1401 20113 23 7014 I 717 I 4915 I 6'112 I 7713 i E.5%5 .. r.2,2 N3x3 0 s 12 r. A T M` 1 ■ i 11■ b. ' _ 01772 12.94 J 1.3XA ry.. 1 23 1 695 3710 401 411'15 696 I 10 I 1471 i 23' Loading Criteria Ipso Wind Criteria Snow Criteria(Pg.Pf in PSF) DeftICSI 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 D 999 240 K' 41 /- /84 /- /225 /60.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 D 999 194 L" 72 /258 /673 /- I- /215 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.007 D - - K Min Brg Width Req= - NCBCLL: 10.00 Mean Height:16.23 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings K&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.314 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.443 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 46 -109 D-E 86 -64 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 39 -121 E-F 27 -22 Lumber Additional Notes C-D 97 -114 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 10-6-0. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:82 2x4 SP M-31: Webs 2x4 SP#3 K-J 114 -320 I-H 73 -170 Lumber value set"13B"uses design values J-I 73 -170 H-G 29 -30 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-K 48 -179 D-H 282 -422 A-J 164 -49 H-E 1 -95 Plating Notes J-B 139 -343 E-G 151 -147 All plates are 4X5 except as noted. B-H 160 -90 F-G 51 -57 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 23.00 BC 120 0.00 23.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 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 ABCC107 Ply:1 SEQN:181831 T12/COMN WestlndiesClo Qty: 1 FROM: DRW: T10 Wgt:261.1 lbs .. / ... 12/17/15 6'6.7 1296 19'11' 23'10"8 31'0"15 1' 1 40'3" I 6'6'7 I 6'2"15 7'1'10 5I 3'11"8 I 7'2"7 '101" 8'4" C n 3(5 T 12 =5X7 .1 5 E 4X5 04X5 B T3 93X8 F m A$5X •• C' 4X5 T � T a. -iu :II: (a) T4 171"2 - 11113X8 iP O N SM IK Hw4X5(A1) IDm -s-�,,,101-2 1114X5 -dX5 116X8 L J I 6715 371 2'9"6 6'11'14 4'1'4 6'4"8 1'8" 8'4" 1 6'215 I 10' I 125"6I 19'9"4 I 23'10"8 I 30'3" I31'111. 40'3" 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.210 K 999 481 Q 1307 /159 /562 /- /213 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.409 K 999 481 H 1316 /221 /659 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.117 I - - Q Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.692 Bearings 0&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.306 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.931 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 828-2008 E-F 1195 -2904 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 882-1966 F-G 1170 -2923 Lumber C-D 958-1997 G-H 1053 -2699 Value Set:13B(Effective 6/1/2013) D-E 996-2199 Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values Q-P 217 -170 M-K 2613 -900 approved 1/30/2013 by ALSC P-O 1818 -591 L-J 45 -15 O-N 1818 -591 J-I 45 -15 Bracing N-M 1751 -521 I-H 2417 -882 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-0 565-1269 M-E 437 -975 A-P 1797 -691 E-K 674 -217 Purlins P-B 193 -320 K-L 108 0 In lieu of structural panels or rigid ceiling use purlins B-N 139 -156 K-I 2443 -891 to laterally brace chords as follows: C-N 239 -33 K-G 299 -65 Chord Spacing(in oc) Start(ft) End(ft) C-M 421 -150 I-G 295 -577 TC 24 0.00 40.25 M-D 541 -193 BC 120 0.00 40.10 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 7-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUELECEMEI PE No.60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18179/T9/COMN WestlndiesClo Qty: 1 FROM: DRW: T08 Wgt:252.7 lbs ... / ... 12/17/15 6'3"8 I 12'3"8 { 15'5'11 I 23'11" _I 31'0"15 31' 1" 40'3" 6'3"8 6' 3'6"3 8'1"5 7'1"15 ('1041 8'4" Cm 6X6 12 �. 5X7 Ir. w 5 \D ;5X7 © E 84X5 6 , T4 $3X8 F I in A 0 5X •• C'14X5 Sv °' TT � 1 � _ _MI. _� I 12'1'2 mP 0 N M I =4X5(A1) . 113X8 H 1 - , .� ntPI _27 r 101"2 L J I 1 6' I 4' I 2'3"8 I 3'9"11 I 79"5 + 6'4"8 I 1'8"I 8'4" 6' 10 12'3"8 16'1"3 23'10'8 30'3" 31'111.- 1'11 40'3" 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): 0.230 K 999 481 Q 1307 /152 /553 /- /207 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.446 K 999 481 H 1316 /183 /650 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.126 I - - Q Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.741 Bearings 0&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.227 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.965 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.03 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): , A-B 8E6-1995 E-F 1286 -2920 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 936-1970 F-G 1261 -2939 Lumber C-D 956-1942 G-H 1106 -2690 Value Set:13B(Effective 6/1/2013) D-E 1208-2558 Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Q-P 211 -164 M-K 2632 -981 approved 1/30/2013 by ALSC P-0 1811 -620 L-J 38 -17 0-N 1811 -620 J-1 38 -17 Bracing N-M 2553 -936 I-H 2407 -945 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-Q 588-1269 M-E 131 -220 A-P 1796 -743 E-K 680 -210 Purlins P-B 212 -335 K-L 109 0 In lieu of structural panels or rigid ceiling use purlins B-N 137 -224 K-I 2439 -954 to laterally brace chords as follows: C-N 1235 -584 K-G 240 -81 Chord Spacing(in oc) Start(ft) End(ft) N-D 677-1386 I-G 314 -575 TC 24 0.00 40.25 D-M 200 -28 BC 120 0.00 40.10 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 6-9-11. 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 n r Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18159/T3/COMN WestlndiesClo Qty: 1 FROM: DRW: T06 Wgt:222.6 lbs ... / ... 12/17/15 93"8 123"8 199"11 23'108 2711" 33'10"4 493" 6'3"8 I 6. I T6"3 I 4.9'13 I 4'0 8 I 511'.4 I 6'4"12 C 12 ��a 6X6 5 p 04X5 B G 5X7 -•►. = F T IA �4X G 4X5 ' to 2v _/ - F1 N 12'1"2 4X5(82) R =Qt. .P a O a N ' - sT�� ,,, 1 113x8 1ar2 13X8 =4X5 a 8 1112X4 L K J 1 1 2311"12 1 16'3"4 1 6 I 4' I 73"8 I 79'11 I 3'9"5 I 4'0'8 I 2'4" I 3'9" I 6'3" 6' 19 173"8 20'1"3 23'108 27'11" 393" 34' 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeBJCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 0 999 290 R 770 /254 /352 /- /207 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 0 999 290 L 1362 /383 /569 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 L - - H 509 /180 /296 /- /- /5.5 Des Ld: 32.00 EXP:C . HORZ(TL):-0.028 L - - 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: 0.625 L Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.571 H Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.482 Bearings R,L,&H Fcperp=565psi. Spacing:24.0" P 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.15.01.02F1.1028.19 Lumber A-B 482-1066 E-F 171 -41 B-C 482 -862 F-G 252 -342 Value Set:13B(Effective 6/1/2013) C-D 484 -877 G-H 402 -853 Top chord 2x4 SP#2 D-E 505 -735 Bot chord 2x4 SP#2 Webs 2x4 SP#3 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 R-Q 211 -163 L-K 244 -64 Bracing 0-P 941 -259 K-J 729 -314 (a)Continuous lateral restraint equally spaced on P-0 941 -259 J-I 729 -314 member. 0-N 789 -321 I-H 731 -313 N-M 30 -52 Plating Notes 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 372 -742 N-E 1041 -430 to laterally brace chords as follows: A-40 923 -388 E-M 421 -911 Chord Spacing(in oc) Start(ft) End(ft) 0-B 128 -147 M-L 420 -930 TC 24 0.00 40.25 B-O 143 -314 L-F 186 -519 BC 75 0.00 24.06 C-O 319 -111 F-K 319 -93 BC 120 24.17 40.17 0-D 189 -138 K-G 281 -541 Apply purlins to any chords above or below fillers D-N 334 -635 G-I 189 0 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 6-9-11. 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 epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEQN:18153/T33/COMN WestlndiesClo Qty: 1 FROM: DRW: T04 Wgt:207.2 lbs ... / ... 12/17/15 87"8 12'3"8 17'10 14 23'9"11 31'11" 403" 6'3"8 6' 5'7"5 5,10"13 8.1'.5 8'4" 12 036X6 517 04X5 8 0 44X5 a 8X12(++) a i A 04X EF G in _ =6X: if•. _a' T4 f� 171"2 W. 3 ' 3 = - m4X5(82)Q NQIII4X5 P m0 N M H r: e i 1 4X8 a38 12X4 10'1 2 K J I 1 231112 1 1674 1 6' I 4' ' 23"8 510"13 I 5'8'2 I 6'4"8 11'6" 8'S"12 6' 10' 173"8 187'6 23'10"8 30'3" 31'9'4 40'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 N 999 290 0 778 /243 /353 I- /207 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 N 999 290 K 1355 /403 /585 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 I - - H 505 /164 /276 /- /- /5.5 Des Ld: 32.00 EXP:C . - HORZ(TL): 0.055 I - - 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: 0.878 K Min Brg Width Req= 1.6 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 H Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.927 Bearings 0,K,&H Fcperp=565psi. Spacing:24.0" P C&C Dist a:4.03 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 455-1084 E-F 589 -721 B-C 437 -868 E-G 131 -35 Value Set:13B(Effective 6/1/2013) C-D 440 -860 G-H 301 -680 Top chord 2x4 SP#2:T4 2x4 SP M-30: D-F 445-1012 Bot chord 2x4 SP#2 Webs 2x4 SP#3 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 212 -164 M-L 67 -126 Bracing P-0 958 -221 K-J 542 -187 (a)Continuous lateral restraint equally spaced on 0-N 958 -221 J-I 542 -187 member. N-M 877 -193 I-H 538 -188 Plating Notes Maximum Web Forces Per Ply(Ibs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. q_Q 354 -751 D-M 102 169 Purlins A-P 943 -351 M-F 942 -252 In lieu of structural panels or rigid ceiling use puffins P B 122 -148 F-L 508 -1028 to laterally brace chords as follows: B-N 163 -321 L-K 495 -1058 Chord Spacing(in oc) Start(ft) End(ft) C-N 340 -134 K-G 230 -626 TC 24 0.00 40.25 N-D 137 -213 I-G 282 0 BC 75 0.00 24.09 BC 108 24.17 40.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-9-11. 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 ep7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECOMICHODEI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEON:18028/T18/HIPM WestlndiesCl0 Qty: 1 FROM: DRW: T02 Wgt:79.8 lbs ... / ... 12/17/15 7' 11'5"14 15'1192 16'7" F 1-1 4'5"14 1 4'5"14 17"41 1112X4 12 B=5X7 C =6X8 D T 5 - in 77 =3X8 1 171"2 in TM 5 T 4X5(82) • w 1 10'1"2 -=- IIIH 4 =60X8 1112X4 7'1"12 4'4"2 4'5"14 1 7'1"12 1 11'5"14 1 15'11"12 17 1161 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi LJ# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.096 H 999 240 A 1128 /361 1- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.183 H 999 193 E 1439 /475 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.056 F - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.849 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.716 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 728-2235 C-D 547 -1680 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 548-1681 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 3-5-7. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-H 1984 -636 G-F 143 -54 Webs 2x4 SP#3:W5 2x4 SP#2: H-G 2006 -636 :Rt Bearing Leg 2x8 SP#2: Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads B-H 479 -14 E-F 110 0 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-G 109 -398 D-E 110 0 TC-From 55 plf at 0.00 to 55 plf at 7.00 G-D 1880 -603 D-E 564 -1573 TC-From 28 plf at 7.00 to 28 plf at 16.58 C-G 314 -572 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 15.98 TC- 268 lb Conc.Load at 7.01 TC- 177 lb Conc.Load at 9.06,11.06,13.06,15.06 BC- 428 lb Conc.Load at 7.01 BC- 100 lb Conc.Load at 9.06.11.06,13.06,15.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.58 BC 84 0.08 15.98 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epwE>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18008/T7/EJAC WestlndiesClo Qty: 5 FROM: DRW: J04 Wgt:21.0 lbs ... / ... 12/17/15 ►� 13'3"1 5 12 ti in 3X44(B2 67 pin 1. ►� 101"2 "2 11.7-"FA 7' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 231 /46 /118 1- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C - - B 177 /102 /88 /- I- /1.5 Des Ld: 32.00 EXP:C . HORZ(TL): 0.025 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.729 C Min Brg Width Req=psf - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.412 B Min Brg Width Req= - Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top C Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chord or Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 - Lumber A-B 68 -96 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./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 0.08 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 3.5-7. • NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray i=1 PE No.60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18006/T20/JACK WestlndiesClo Qty: 2 FROM: DRW: J02 Wgt:9.8 lbs ... / ... 12/17/15 12 5 [ B fl$H11'7"1 3X4(82 °' A 67 I dia11111110 10'1"2 C 3' 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 Udefl i./# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /18 /51 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 76 /45 /38 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.211 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.124 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. ri Spang:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 29 -50 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.08 3.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ep7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 . I ABCC107 Ply:1 SEQN:18027/142/HIP_ WestlndiesClo Qty: 1 FROM: DRW: HJO1 Wgt:40.6 lbs .. / ... 12/17/15 5'0"6 I 9'9"5 5'0"6 4'8"14 C 12 132"10 3.54 p ,4X5 B ♦ u� HB 4'877114111111 3X4(81) • mitt 1 ■ = ABCC107 Ply:1 SEAN:181071 T5/GABL WestlndiesClO Qty: 1 FROM: DRW: GE06 Wgt:219.8 Ibs Page 1 of 2 ... / ... 12/17/15 f z,e I5 a I r,6 I 11,1 e F�i a I r�es I, r ÷1 z,30fs e l pa r1=a—i • a 1 I Hr i f 771 • are I. T71 r faI •8 --I a-B 1 m5x5 �3x7� x�31U N L 3x3 � G .. a z F N 3x3 E O m • D P N3 • C 11111111113X3i1113X3 b I 1 J ' i� - - -amonE 20 +017 PPP— AL m AJ M AN AG AF AE AD AC AS AA z V 13X3 5 3X3 w V 13X3 u/3x3 1- 23s -1 1+v 4 1 47 14: 1. 4.L.1 roae • +1s • r• s'ae 1 r'r 1+ . a e f:aI f s—• rf—r e ,'a1—aa e 't- 1+ -1 r 144_11.e f e 2-1 s Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 268 AL 35 /248 /263 /- /217 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 B 999 268 AL'67 /469 /904 /- /- /275 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.122 S - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.239 S - - AL Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.77 ft Code I Misc Criteria Creep Factor:1.5 AL Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 pat Bldg Code: FBC 2014 RES Max TC CSI: 0.298 Bearings AL&AL Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std. 2007 Max BC CSI: 0.268 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.333 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 190 -188 J-K 375 -21 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 112 -100 K-L 334 -37 Lumber Additional Notes C-D 131 -107 L-M 282 49 Value Set:13B(Effective 6/112013) See DWGS A14030ENC101014&GBLLETIN1014 for E-E 142 -71 M-N 235 -76 gable wind bracing requirements. E-F 1889 9 78 N-O 189 -76 Top chord 2x4 SP#3 F-G 235 -64 0-P 142 -89 Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is G-H 282 -51 P-0 129 -104 Webs 2x4 SP#3 9-6-14. H-I 334 -39 Q-R 110 -98 Lumber value set"13B"uses design values I-J 375 -23 R-S 187 -184 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 118 -116 AC-AB 110 -111 Fasten rated sheathing to one face of this frame. AK-AJ 111 -110 AB-AA 110 -111 AJ-Al 112 -111 AA-Z 109 -110 Plating Notes Al-AH 111 -111 Z-Y 109 -109 All plates are 2X4 except as noted. AH-AG 111 -111 Y-X 108 -109 Plates sized for a minimum of 4.00 sq.in./piece. AG-AF 111 -111 X-W 108 -108 AF-AE 111 -111 W-V 107 -107 Purlins AE-AD 110 -111 V-U 107 -106 In lieu of structural panels or rigid ceiling use pains AD-AC 110 -111 U-T 100 99 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) TC 24 0.00 23.42 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.00 23.42 Apply purlins to any chords above or below fillers A-AL 180 -188 S-T 177 -184 at 24"OC unless shown otherwise above. Wind Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Wind loads based on MWFRS with additional C&C member design. B-AK 185 -198 AB-K 61 85 C-AJ 71 -78 AA-L 82 -75 D-Al 72 -75 Z-M 72 -75 E-AH 72 -75 Y-N 72 -75 F-AG 72 -75 X-O 72 -75 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 P • E No.60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEAN:18111/T14/GABL WestlndiesClo Qty: 1 FROM: DRW: GE05 Wgt:224.0 Ibs Page 1 of 2 ... I ... 12/17/15 6'1"1 1 8'3"8 1 10� 11"8 1� 3�7 8� 1�63"8; 16_5"9 12U'3"8 1 4,3"8 1 5'7"8 11„ 1'4" 9F 7 8 14" 123"8 3 8,1 14" 14 8'1 14 1 'I�y 1 x'11"814" F 247" -I 4'3"8 1'4" 9"12 i'4" 1'4" 1'4" 1'4" 4 4'3"8 Gw6X8(R1) T 1113X3 F 1 H 5 i4 ,.. 1113X3 1 D 113X3 E s 1113X3 I/ \i i J 113X3 C LT, 1113X3 si �. K 113X3 04X5 8 AM q L$4X5 n 04y '•/l ''•` U 113X3 71 AH to Z. ►� A ig M I IP . . . . . • I: . . _ _ _ .I 12'1"2 n 1114X8 AD AC AB AA III 12 12 • Y X °3W✓ U T II8S12 IR13X3 11013X3 IPI3X3 11013X3 1114X8:-.N 2'11"8 1 114" I 1-4 1'5"3 1°"6 1 " 1'5"3 1'4" r4" Y11"6 j 2'11"8 4'3"8 I- 1 6'11"6 1'2"13 "I 9'7"8 1 1- 1 2' 41 37"8 I-- 1 16'4"11 1'2"13 "27 6 I 247" • 1,4" 1,4 1,4„ 1,4" r Loading Criteria(psi) Wind Criteria now Criteria(Pg,Pt in PSF) I efl/CSI Cnteria •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): 0.060 E 999 294 AE 801 /264 /344 /- /114 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 AC 999 294 N 801 1264 /344 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 M - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.050 M - - AE Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.02 ft Code!Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.424 Bearings AE&N Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.835 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.373 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 148 -106 G-H 922 -1058 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 885-1133 H-I 898 -1075 Lumber Additional Notes C-D 857-1084 I-J 875 -1088 D-E 875-1089 J-K 857 -1084 Value Set:138(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for E-F 898-1075 K-L 884 -1133 gable wind bracing requirements. Top chord 2x4 SP#2 F-G 922-1059 L-M 148 -106 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Webs 2x4 SP#3 6-5-14. 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 AE-AD 1065 -684 V-U 812 -436 Bracing AD-AC 1066 -683 U-T 812 -436 (a)Continuous lateral restraint equally spaced on AC-AB 1066 -684 T-S 812 -436 member. AB-AA 1066 -681 S-R 1065 -680 AA-Z 1066 -681 R-Q 1065 -680 Plating Notes Z-Y 812 -436 Q-P 1066 -683 All plates are 2X4 except as noted. Y-X 812 -436 P-O 1065 -682 Plates sized fora minimum of 4.00 sq.in./piece. X-W 812 -436 O-N 1065 -683 W-V 812 -436 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 -0.17 24.41 A-AE 226 -165 G-AO 363 -282 BC 120 -0.17 24.41 AE-AF 741 -1188 AP-AQ 357 -278 Apply puffins to any chords above or below fillers AF-AG 745-1184 AR-S 346 -267 at 24"OC unless shown otherwise above. AG-AH 735 -1180 S-AS 195 -187 AH-B 762 -1183 AT-L 254 -223 Loading B-Al 255 -224 L-AU 762 -1183 Truss designed to support 8"maximum gable end AJ-Z 195 -187 AU-AV 735 -1179 overhang. Z-AK 346 -267 AV-AW 745 -1183 AL-AM 357 -279 AW-N 740 -1187 Wind AN-G 363 -282 M-N 225 -165 Wind loads based on MWFRS with additional C&C member design. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. 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 IBEICIMMI PE No 60839 PE No 58544 PE No.71457 ABCC107 Ply:1 SEQN:18001 1 T30/GABL WestlndiesCio Qty: 1 FROM: DRW: GE03 Wgt:22.4 lbs ... / ... 12/17/15 4'3" 5'5"4 1/12 I 4'3" I 1'2"4 I13X3C 12 5 p g as rn 9 fV Fro • • 20'11" Pill B is 2X4(D8R) 57, E 4'3" 1'2"4 { 43" { I 55.4 1 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 E 999 240 A' 65 1156 /179 /- /99 167.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 E 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 E - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.005 E - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:22.34 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.354 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.257 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.101 A-B 37 -150 B-C 11 -32 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-E 199 -15 E-D 210 -17 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Bat chord 2x4 SP#3 Gables Tens.Comp. Gables Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-E 369 -196 C-D 11 -29 approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.11 5.54 BC 67 -0.04 5.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 2-6-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray UOSECCialEti PE No.60839 PE No.58544 PE No 71457 ABCC107 Ply:1 SEAN:18058/T24/GABL WestlndiesClO Qty: 1 FROM: DRW: GE01 Wgt:121.8 lbs ... / ... 12/17/15 , 2'9'8 , 41'8, 5'518, 65.8, 82'8 , 9'5.8, 10'9'8, 171'8, 13'5'8i 187 , 29.8 1'4 14 14 1'S- 17 1'4' 1'4' 1Y' 2'9.8 _ F v 5X5 E G D 12 10 C 1 r a J o Kl3X4 /. -_ ��� - n <yx 20'11 32X41D5R)' U 2X4 N2X S 0 4 R 2X4 ...5X5 P 11 :4 0 4 12X4 M 1 4 I 163 I 2'9'8 , l'1' , 1'4 , r4" , r4' , r4" , 1'4" , 11" , r4" , 79'8 , 25"8 4'1'8 5'5"8 8'9"8 8116 9'5'8 105'8 1211 13'5"8 187 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.006 K 999 240 A• 68 /492 /492 /- /209 /194 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.007 K 999 189 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 K - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):0.009 K - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:24.61 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.111 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.186 A-B 119 -158 G-H 127 -54 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 71 -92 H-I 74 -73 GCpi:0.18 Plate Type(s): C-D 70 -71 I-J 73 -92 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 D-E 120 -51 J-K 126 -153 E-F 196 -47 K-L 141 -204 Lumber F-G 196 -45 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-U 144 -99 0-P 150 -107 Lumber value set"13B"uses design values U-T 150 -103 P-0 148 -106 approved 1/30/2013 by ALSC T-S 153 -104 0-N 146 -105 S-R 155 -105 N-M 144 -104 Plating Notes R-Q 157 -106 M-L 142 -101 All plates are 3X3 except as noted. Plates sized for a minimum of 4.00 sq.inipiece. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-U 157 -127 P-G 95 84 to laterally brace chords as follows: C-T 75 -60 0-H 103 -78 Chord Spacing(in oc) Start(ft) End(ft) D-S 100 -77 N-I 75 -62 TC 24 0.02 15.83 E-R 105 -90 M-J 164 -122 BC 75 -0.13 16.12 0-F 0 -194 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 7-1-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:17959/T25/SY42 WestlndiesClo Qty: 1 FROM: DRW: FGE02 Wgt:40.6 lbs ... I ... 12/17/15 1'3"4—I I--1'78-H I~178--1 H 12"8—I A B C D EF T 3 a N r LI e i j G So I1 f 17, i ? 0 1012 IIX L K J 1II2X4 I2 6'0"4 I I- 6'0"4 -I Loading Criteria(psi) 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt:NA Ce:NA VERT(LL): 0.000 B 999 360 M' 106 I- l- I- I- /72.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - Bearing M is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):0.002 F - - 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: 0.204 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 D-E 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. M-L 0 0 J-I 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is L-K 0 0 I-H 0 0 Bot chord 4x2 SP#3 1-8-0. K-J 0 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing N-M 0 -9 F-H 18 0 Sheathing is required for any longitudinal(drag) A-M 0 -59 H-G 0 -8 forces.All connections to be designed by the building designer. Maximum Gable Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-L 0 -151 D-J 0 -143 All plates are 1X3 except as noted. C-K 0 -128 E-I 0 -107 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 5.65 BC 66 0.13 5.65 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EICEIMEIMI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:17958/T1/SY42 WestlndiesClo Qty: 1 FROM: DRW: FGE01 Wgt:123.2 lbs Page 1 of 2 ... / ... 12/17/15 1'4" 6'3" 21'78 21'$'8 1'4" I 4'11" I 14'11"8 ' 1-'11'1-21 1'6"14'1 1�„1�F -I I-- ��2„�I2„��2,��2,I�2"-I F2„ 2„��2„� 2„-I I"I A B C E F G H I J K 3X4 N 0 P Q R AL =3X4 W S _ / \II I ✓V/� I111X3 ���/����-���- r1i10'1"2 AK AJ AI AH A AF AE AD AC AB AA Z 111X3 Y X W V U T Y 1111X3 °3X3 =3X3 W=3X4 III1X3 1111X3 111X3 1111X3 1111X3 111X3 1111X3 111X3 1111X3 1 21'5"8 I 21'5"8 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.006 D 999 360 AK"290 /- /- I- /- 133.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 D 999 241 T" 143 /- 1- 1- I- /184 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 AG - - AK Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 AG - - AG Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings AK&AG are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.167 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.100 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1 0 J-K 1 0 I:NA GCpi:NA Plate Type(s): B-C 1 0 K-L 1 0 Wind Duration:NA WAVE VIEW Ver.15.01.02F1.1028.19 C-D 14 0 L-M 1 0 Lumber End Vertical Attachment D-E 14 0 M-N 1 0 E-F 1 O N-O 1 0 Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical F-G 1 0 O-P 1 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or G-H 1 0 P-Q 1 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire H-I 1 0 Q-R 1 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each I-J 1 0 Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Special Loads See detail STRBRIBR1014 for bracing and bridging ----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) recommendations. AK-AJ 0 -1 AB-AA 0 -1 TC-From 100 plf at 0.13 to 100 plf at 2.79 Truss must be installed as shown with top chord up AJ-Al 0 -1 AA-Z 0 -1 . TC-From 300 plf at 2.79 to 300 plf at 6.13 AI-AH 279 0 Z-Y 0 -1 TC-From 100 plf at 6.13 to 100 plf at 14.13 The overall height of this truss excluding overhang is AH-AG 279 0 Y-X 0 -1 TC-From 100 plf at 14.13 to 100 plf at 21.33 1-8-0. AG-AF 0 -1 X-W 0 -1 BC-From 10 plf at 0.00 to 10 plf at 7.46 AF-AE 0 -1 W-V 0 -1 BC-From 10 plf at 7.46 to 10 plf at 21.46 AE-AD 0 -1 V-U 0 -1 Plating Notes AD-AC 0 -1 U-T 0 -1 AC-AB 0 -1 All plates are 2X4 except as noted. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: AL-AK 0 -8 D-AG 0 -396 Chord Spacing(in oc) Start(ft) End(ft) A-AK 0 58 AG-E 0 333 BC 120 0 0.25 21.21 TC 24 0.25 21.21 Al-D 0 -402 R-T 0 -51 Apply purlins to any chords above or below fillers 0-AH 31 -9 T-S 0 -8 at 24"OC unless shown otherwise above. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. B-AJ 6 -99 K-Z 0 -133 C-Al 0 -324 M-Y 0 -133 F-AF 40 -26 N-X 0 -133 c;-An 0 -117 Q-W 0 -133 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 ABCC107 Ply:3 SEAN:17400/T17/FLAT WestlndiesCl0 Qty: 1 FROM: DRW: FG05 Wgt:327.6 lbs ... / ... 12/17/15 1'5"12 I 2'11" I 42" 1 5911 1 70118 1 84, 1 991'4 1 11'2°8 1 12'7"4 1 14'1 i 1'5'12 1'5 4 1'3 1'7 1'3 8 1'3'8 115 4 1'5 4 1'4 12 1'S"12 =8X8 1112X4 =5X5 1112X4 =4X5 =5X5 =5X7 =8X8 A W1 B C D E F G H I J W1`9K I �W� . - • ■ff ■\ ,• NI •Nrell I ME I 10'1"2 II 8"� U T S R Q P 0 N _M 1111„48X8 1'S"4 117„81112X41,5„4 1'7"=5X51 5,, 5X71,5"12 15"4 8X8 L�� 1113X8 A 1'1"41 15„4 I 3'11"121 5'7"4 I 710118 I 817118 I 101011121 1116"8 I 12'11"12 1,114 1" 2'6"8 '1 141 Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 F 999 240 V 7869 I- /- /- /- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.330 F 512 180 L 7074 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 A - - V Min Brg Width Req= 2.9 Des Ld: 55.00 EXP:NA HORZ(TL): 0.061 A - - L Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings V&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.638 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.812 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.914 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2228 F-G 0 -7789 I:NA GCpi:NA Plate Type(s): B-C 0-4616 G-H 0 -7257 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-6874 H-I 0 -5883 Lumber Plating Notes D-E 0-7004 I-J 0 -4142 E-F 0-7789 J-K 0 -1980 Value Set:13B(Effective 6/1/2013) All plates are 6X8 except as noted. Top chord 2x6 SP SS Dense Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W20 2x6 SP#2: Purl ins :W2,W4,W6,W17,W19 2x4 SP#2: In lieu of structural panels or rigid ceiling use pudins V-U 37 0 Q-P 7424 0 Lumber value set"13B"uses design values to laterally brace chords as follows: U-T 2789 0 P-0 6227 0 approved 1/30/2013 by ALSC Chord Spacing(in oc) Start(ft) End(ft) T-S 5105 0 O-N 4562 0 TC 24 0.00 14.08 S-R 7004 0 N-M 2489 0 Nailnote BC 120 0.00 14.08 R-Q 7043 0 M-L 33 0 Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Top Chord:2 Rows @ 4.50"o.c.(Each Row) at 24"OC unless shown otherwise above. Bot Chord:1 Row @ 4.00"o.c. The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal A-V 0-2519 Q-G 501 0 spacing between rows and stagger nails in each row Additional Notes A-U 3184 0 G-P 0 -712 to avoid splitting. Truss must be installed as shown with top chord up. U-B 0-2391 P-H 1496 0 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" The overall height of this truss excluding overhang is B-T 2655 0 H-0 0 -1468 1-8-0. T-C 0-2082 O-I 1920 0 Special Loads C-S 2572 0 I-N 0 -1786 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) S-D 0 -1085 N-J 2403 0 TC-From 565 plf at 0.00 to 565 plf at 14.08 R-E 0 -440 J-M 0 -2172 BC-From 10 plf at 0.00 to 10 plf at 14.08 E-Q 1354 -62 M-K 2828 0 TC- 76 lb Conc.Load at 0.23 F-Q 0 -445 K-L 0 -2258 TC- 434 lb Conc.Load at 2.06 TC- 361 lb Conc.Load at 2.15 TC- 488 lb Conc.Load at 4.15 TC- 286 lb Conc.Load at 7.67,9.67.11.67,12.94 BC- 487 lb Conc.Load at 2.06.4.15,6.06 BC- 800 lb Conc.Load at 5.67 BC-2081 lb Conc.Load at 7.87 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 UEEMMOINI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:2 SEQN:17402/T43/FLAT WestlndiesClo Qty: 1 FROM: DRW: FG03 Wgt:109.2 lbs ... / ... 12/17/15 1'10"11 3'7"10 5'4"10 7'5"1 9'2" 1'10"11 , 1'8"15 1 118"15 I 2'0"7 I 1'8"15 - A 4X5 =46X5 III X4 =4pX5 III 4 =4X5p I T.--,.....,,,, ,,...,.....7.....................................,.._......— 0 _ or iz 1 ` — - O'Iol 10'1"2 L =4X5 =4 410 III 1X4 =4X5 II12X4 „ 112X4 1'10"11 2'0"7 1'7"3 173 207 I- 1.7"3 I 3'7"1 0 I 5'6"6 1 7'6"13 I 9'2" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.036 D 999 240 L 1117 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.059 D 999 180 G 820 I- I- I- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 A - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.017 A - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.208 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.182 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.359 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -608 D-E 0 -753 I:NA GCpi:NA Plate Type(s): B-C 0-1224 E-F 0 -735 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-D 0-1224 Lumber Purlins Value Set:136(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) L-K 3 0 I-1-1 753 0 Webs 2x4 SP#3 TC 24 0.00 9.17 K-J 717 0 H-G 2 0 BC 110 0.00 9.17 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers J-I 789 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(lbs) spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Hangers I Ties A-L 0 -531 J-D 541 0 Bot Chord:1 Row @12.00"o.c. A-K 777 0 D-I 0 -322 Recommended hanger connections are based on Webs :1 Row @ 4"o.c. manufacturer tested capacities and calculations. K-B 0 -494 E-H 0 188 Use equal spacing between rows and stagger nails B-J 631 0 H-F 942 0 in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer C J 0 -107 F-G 0 558 Special Loads publication for additional information. --(Lumber Our.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=8'11" uses the following TC-From 100 plf at 0.00 to 100 plf at 9.17 support conditions: BC-From 10 plf at 0.00 to 10 Of at 9.17 Bearing G (811",10'1"2)HTU26-2 BC- 596 lb Conc.Load at 3.83 Supporting Member:(3)2x6 SP SS Dense (20)0.148"x3"nails into supporting Plating Notes member, (14)0.148"x3"nails into supported Plates sized for a minimum of 4.00 sq.in./piece. member. 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 PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:2 SEQN:17964/732/FLAT WestlndiesClo Qty: 1 FROM: DRW: FG01 Wgt:28.0 lbs Page 2 of 2 ... / ... 12/17/15 Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' ,y=10'1"2 uses the following support conditions: Bearing D (0',10'1"2)HTU26-2 Supporting Member:(2)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (14)0.148"x3"nails into supported member. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:180561 T161 SY42 WestlndiesClO Qty: 4 FROM: DRW: F07 Wgt:33.6 Ibs ... / ... 12/17/15 1'6" 2'2'8 f 1'6"8 " I-1'3"--{ (TYP) III 1X3 =3X3 =3X3 III 1X3 A B C 0 TL0 if_ NO 1 11 11 III 10'1"2 =3X3 1111X3 1111X3 =3X3 H G F E 1 5,2"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.011 G 999 360 H 286 /- l- I- I- 1- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.019 G 999 240 E 286 /- /- l- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 B - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.013 B - - 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: 0.296 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.148 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.078 A-B 0 0 C-D 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -216 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) H-G 215 0 F-E 215 0 Top chord 4x2 SP#2 G-F 216 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 n values Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-H 19 -47 F-C 64 0 Purlins H-B 0 -423 C-E 0 -323 In lieu of structural panels or rigid ceiling use purlins B-G 64 J 0 D-E 19 -47 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/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 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 EBEECUMI PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEAN:18052/T8/SY42 WestlndiesClo Qty: 2 FROM: DRW: F05 Wgt:42.0 lbs ... / ... 12/17/15 2'10"8 3'10"8 5'11" 2'10"8 I 1' I 2'0"8 "I I 2'6"_ I I-1,8" I 1 1111X3 =3X3 1111X3 =3X3 B TJj L ' E co IE 10'1"2 1 III H3 =GX3 F 3X4 1112X4 r 5'11" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.022 H 999 360 1 313 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.041 H 999 240 F 313 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 B - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.439 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.305 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.168 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 -259 I:NA GCpi:NA Plate Type(s): B-C 0 -266 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 267 0 G-F 0 -1 Bot chord 4x2 SP#2 H-G 266 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -11 C-G 0 -176 In lieu of structural panels or rigid ceiling use purlins A-I 0 -120 G-D 353 0 to laterally brace chords as follows: I-B 0 -314 D-F 0 -298 Chord Spacing(in oc) Start(ft) End(ft) B-H 49 -48 F-E 0 -20 TC 24 0.13 5.54 BC 65 0.13 5.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18048/T27/SY42 WestlndiesClo Qty: 2 FROM: DRW: F03 Wgt:116.2 lbs ... / ... 12/17/15 5'4"8 7'3" 17'7"8 19' 21'10"8 I 5'4"8 { 1,10"8 { 10.4"8 11'4"8 { 2,10"8 '{ F--2'6"—H (TYP) U A =3X4 C W=3X4 =4X5 G =3X4 I miX4 KL TJ/-• C - J -•\ I 10'1"2 >ik =3X3 =3X4 W=3X4 =3X3 T S R Q P 0 N M =4X5 =3X8 =4X5 • 125"4 1- 9'5"4 • I 21'10"8 Loading Criteria(psf) 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.117 C 999 360 T 655 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.216 C 676 240 Q 1324 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 B - - M 488 /- /- /- /- /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B - - T Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.798 M Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.591 Bearings T,Q,&M Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.321 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 1 0 F-G 639 0 Lumber Additional Notes B-C 0-1193 G-H 639 0 C-D 0-1200 H-I 0 -630 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-1190 I-J 0 -634 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging E-F 0-1190 J-K 1 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"13B"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 841 0 P-O 494 -44 Plating Notes S-R 1200 0 O-N 634 0 All plates are 2X4 except as noted. R-Q 718 -51 N-M 631 0 Q-P 494 -44 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 -10 G-Q 0 -273 BC 120 0.13 21.50 A-T 0 -102 Q-H 0 -889 Apply purlins to any chords above or below fillers T-B 0 -989 H-O 372 0 at 24"OC unless shown otherwise above. B-S 413 0 O-I 0 -172 End Vertical Attachment S-C 7 -185 N-J 102 27 D-R 0 -301 J-M 0 -742 Attach notched end vertical(s)to next end vertical R-F 675 0 K-M 3 -120 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-Q 0-1121 M-L 0 -11 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIONMEEEne PE No.60839 PE No.58544 PE No.71457 ABCC107 Ply:1 SEQN:18044/T11/SY42 WestlndiesClo Qty: 2 FROM: DRW: F01 Wgt:113.4 lbs ... / ... 12/17/15 5'4"8 ` 7'3" I 177 8 118'8"8I 21'5"8 5'4"8 1'10"8 10'4"8 1'1" 2'9" I--Z6"-i (TYP) 1112X4 g c W=3X4 T A =3X4 1112X4 11122X4 =4X4 1112X4 =3X4 1112X4 =iX4 III 2X4 T �g 101 2 1. 4:0_,70,...„....N.......,...., 3 .".„.."0.00,,,---..„.....,...N.N% t i 1 =3X3 =3X4 ll W=3X4 =3X3 1112X4 =3X3 4i S R 0 P 0 N M L =4X5 =3X8 1 12'5"4 -k 9'0"4 - "i E 21'5"8 -1 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.113 C 999 360 S 656 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.207 C 706 240 P 1301 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - L 478 /- /- /- /- /- Des Ld: 55.00 EXF:NA HORZ(TL):0.052 B - - S 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 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.736 L Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.574 Bearings S&P Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.317 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 A-B 1 0 F-G 605 0 Lumber Additional Notes B-C 0-1196 G-H 605 0 Value Set:138(Effective 6/1/2013) +2x6 continuous strongback.See detail C-E 0-1293 I -I 0 -651 STRBRIBR1014 for bracing and bridging D-E 0-1193 I-J 0 651 Top chord 4x2 SP#2 E-F 0-1193 J-K 0 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"13B"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. S-R 843 0 O-N 542 -59 Purlins R-Q 1203 0 N-M 651 0 In lieu of structural panels or rigid ceiling use purlins Q-P 723 0 M-L 648 0 to laterally brace chords as follows: P-0 542 -59 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 21.46 BC 120 0.25 21.46 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. T-S 0 -10 G-P 0 -273 Hangers I Ties A-S 0 -102 P-H 0 -865 S-B 0 -991 H-N 368 0 (J)Hanger Support Required,by others B-R 415 0 N-I 3 -157 End Vertical Attachment R-C 0 -186 M-J 103 -40 D-Q 0 -292 J-L 0 -751 Attach notched end vertical(s)to next end vertical Q-F 653 0 K-L 0 -122 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-P 0-1106 (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. 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OI' \ 00 W/ rCn � W v D 1 x2-9 Z0 moF) O CO CO C 7,1 >r ) D �" X m> m m I, z r < �, ,oA oO/ m -i m - mz ; m0 O z <� --I (n m0 X mN X mN ,zo m o - N 0o N 00) 1�n X C N- _I 0 08 * � 7 > O _ > O _H�� �� m � Or Or Pm m = D co - D W CO o C7 m 0 m m >0 rn ob '� 7J03000 ' mm m : m ;, i > O . m co zN cn > cnopz _4. -0 CGmr- Z _ O m Z �CnOD -,x Ozp /� c c, W m 0 H O O O O > mm C y mm mmnl 0m m m m o; Om - m 73 ,J m1 = OOZm c c brn 1 > 0 z 0) cn < w co Cn Cl) nm , O D O CD Cn cw =r zr � rn m N r m 0 r 1 —63 m in n CO li ) - -o C � O 1 --1 1, o� ---I . iN ' A ' 0HII I ' O0 .- O0 Yom: o m = � rO t z N Z z L < � mDr �7 N z o N xg O mD0 O Z z ZCn0 , D I -� = m CO DX D yx tirl cA m Cn Cn rn CA w mZ co -1 0 O , rn Z z N X N X rn D N w ^N _e -I ):1•„,m �� - D O 0 CO > O _ m -3 -3 O = 0 m O Z � mZ = � p3 ' � vJ O 70 O D m D n m D 0 r > mm m C) co z G) Job#ABCC107 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 06'00"04 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 637.29 0.00 1 01'08.'00 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 158.34 0.00 Total of Trusses 105 Maximun Height 11'04"05 Page 3 of 3 4 Job#ABCC107 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION I BRG# REACTION UPLIFT 1 01'00"08 FG01 FLAT 0.00/12 Pitch 2-Ply 1 109.37 0.00 2 109.37 0.00 1 09'02"00 FG02 FLAT 0.00/12 Pitch 2-Ply 1 1078.89 0.00 2 792.07 0.00 1 09'02"00 FG03 FLAT 0.00/12 Pitch 2-Ply 1 1132.42 0.00 2 955.72 0.00 1 08'01"08 FG04 SPEC 0.00/12 Pitch 2-Ply 1 1079.80 0.00 2 1435.31 0.00 1 14'01"00 FG05 FLAT 0.00/12 Pitch 3-Ply 1 6843.61 0.00 2 4900.14 0.00 1 21'10"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 951.29 0.00 2 2659.38 0.00 3 302.95 0.00 1 16'03"00 GE01 GABL 10.00/12 Pitch 1 -Ply 1 1106.33 492.00 1 16'05"00 GE02 GABL 10.00/12 Pitch 1 -Ply 1 1115.39 501.00 1 05'07"00 GE03 GABL 5.00/12 Pitch 1 -Ply 1 363.65 156.00 1 05'05"00 GE04 GABL 5.00/12 Pitch 1-Ply 1 116.46 13.00 2 236.32 138.00 1 24'07"00 GE05 GABL 5.00/12 Pitch 1 -Ply 1 801.01 265.00 2 801.01 265.00 1 23'05"00 GE06 GABL 8.00/12 Pitch 1 -Ply 1 262.92 248.00 2 1538.50 470.00 1 09'09"05 HJO1 HIP JACK 3.54/12 Pitch 1 -Ply 1 327.92 89.00 2 328.31 75.00 3 91.15 44.00 2 01'00"00 J01 JACK 5.00/12 Pitch 1 -Ply 1 35.55 4.00 2 13.49 0.00 3 24.32 17.00 2 03'00"00 J02 JACK 5.00/12 Pitch 1 -Ply 1 100.55 18.00 2 42.54 0.00 3 76.07 46.00 2 05'00"00 J03 JACK 5.00/12 Pitch 1 -Ply 1 165.68 33.00 2 71.24 0.00 3 126.47 74.00 5 07'00"00 J04 EJACK 5.00/12 Pitch 1 -Ply 1 230.83 47.00 2 99.89 0.00 3 176.66 102.00 15 21'10"00 T01 COMN 10.00/12 Pitch 1 -Ply 1 734.10 344.00 2 723.08 359.00 1 16'07"00 T02 HIPM 5.00/12 Pitch 1 -Ply 1 1128.43 362.00 2 1439.25 476.00 4 24'07"00 T03 COMN 5.00/12 Pitch 1 -Ply 1 864.12 270.00 2 864.55 267.00 1 40'03"00 T04 COMN 5.00/12 Pitch 1 -Ply 1 769.63 242.00 2 1365.93 413.00 3 507.22 163.00 1 40'03"00 T05 COMN 5.00/12 Pitch 1 -Ply 1 1306.71 404.00 2 1316.25 410.00 1 40'03"00 T06 COMN 5.00/12 Pitch 1 -Ply 1 1308.76 407.00 Page 1 of 3