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290 BEACH AVE - TRUSSES / Bosco Site Information 290 Beach Ave, Duval COPY Structural_Engineer of Record der • Derek B.Murray APEX : ... .... . . _ , TECHNOLOGY WIND LOADING (Cd=1.6) FLOOR LOADING (Cd=1.00) MWFRS TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 10 psf Enclosed Structure(0.18) BCLL 00 psf Exposure B BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program:ITW VIEW v1.00.00 This Package inlcudes 34 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO I JOB ID TRS ID I DATE 1 PitlerResidence B01 7/17/2015 31 PitlerResidence FGE05 7/17/2015 2 PitlerResidence 802 7/17/2015 32 PitlerResidence FGE06 7/17/2015 3 PitlerResidence B03 7/17/2015 33 PitlerResidence FGE07 7/17/2015 4 PitlerResidence B04 7/17/2015 34 PitlerResidence FGE08 7/17/2015 5 PitlerResidence B05 7/17/2015 6 PitlerResidence B06 7/17/2015 7 PitlerResidence F01 7/17/2015 8 PitlerResidence F02 7/17/2015 • JOB 9 PitlerResidence F03 7/17/2015 SUBMISSION• 10 PitlerResidence F04 7/17/2015 `70-1 No eoo_ptlons O 4 it•d 11 PitlerResidence F05 7/17/2015 0 2 Nowd ❑5 Dim ion Only 12 PitlerResidence F06 7/17/2015 0 3 Revise&RMtrtlmR 13 PitlerResidence F07 7/17/2015 Rolowed orly for toning oa+lomwia nth to wajwt requirements Ir'�oned In 14 PitlerResidence F08 7/17/2015 , .—- no,slaw.Corr ram rsspar�y.f r«'o"«=ions in 15 PitlerResidence F09 7/17/2015 emigre tr mica do contact"I for m Om M muniments a eo Cams Document',and tor the ode nd euxessful aa>anrocri of the work. 16 PitlerResidence F10 / / the renew saes not con.IGer o^ • ,• r«p'og'o sequences.and s Y,aawael 7 17 2015 ,r operations of me arrtruafon, « eetly, 17 PitlerResidence F11 7/17/2015 fibre o,nt>idt on the ode reepcoubity of the•• DER CON NG INC. 18 PitlerResidence F12 7/17/2015 Date: • — — ii ' 19 PitlerResidence F13 7/17/2015 Checked By: , J/I�✓�i 20 PitlerResidence F14 7/17/2015 s�rtature: ������ 21 PitlerResidence F15 7/17/2015 qv • 22 PitlerResidence FG01 7/17/2015 '_00051s/hi.,a 23 PitlerResidence FG02 7/17/2015 `.%.,.'‘'‘.4 a + OE R Ek B,`�y•24 PitlerResidence FGO3 7/17/2015 `∎ *e!• Ck• A"'4'4. PitlerResidence FG04 7/17/2015 4, /�; 26 PitlerResidence FGO9 7/17/2015 i:O 7-, ON. 27 PitlerResidence FGE01 7/17/2015 28 PitlerResidence FGE02 7/17/2015 29 PitlerResidence FGEO3 7/17/2015 30 PitlerResidence FGE04 7/17/2015 1 ••..,,, O ' Apex Technology '" �%�„ "; �N���N, Apex Technology is a ficticious name owned by Jax Apex Technology,Inc..a Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this index sheet indicates acceptance of professional engneering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- 2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61615.23.002(2)and 61G15- 31.003 of the Florida Board of Professional Engineers 7/17/2015 Job#PITLERRESIDENCE BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 15'01"08 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.91 0.00 2 1567.84 0.00 1 19'11"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 2121.16 0.00 2 44.68 0.00 1 19'08"00 FGE06 SY42 0.00/12 Pitch 1 -Ply 1 1611.39 0.00 2 556.73 0.00 1 08'0412 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 1 898.54 0.00 1 14'08"08 FGE08 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.69 0.00 2 1522.23 0.00 Total of Trusses 64 Maximun Height 01'06"00 Page 2 of 2 ■ j'mm „ / 9'.8 - '12'12.0 0" , go i j >-• 0,, U II G) O oN• Z D� W r OD T z m 3" TYP m m �o-71 0 _ 7-� c z= c/ oo■ C > W CD C. n o - m ao ZZ D U) rn CD m Glm �,� Z � , " _ m _ _ II ^ �1 mk- 0 3* W O \ J \ O-,, -1 o▪m �/ c o ,0 O , 1. 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D D -D 0 m 0 J2:, a G) 00 ZN 7; W5 Dm DCn Z0 Z0 CG) r rA • weri. C7 > a -< H -n Z _> 00 DSO --I O m r 0 20 D m / n 0 r --i em r^O 0 -umD / pm = . p O NA zz m � � • r zW -1 • rnm D N 0 om oT mDm� rn 1:�1:� Z�j * O , _ D mN � m O -< D D m = om M O m r•ay 2 Z m 73 • z^ 21 • >x = D c m m 73 • D; c) = o r mz D � mX C . 0-r- 0 Q fn Z x< �JJ 0 z m lA „ � o � Dr T m r _ n m 0C 0 ,, • › _< Ili m D Rl 11 -11 0 CO Qz !iD rn < ii � 0 H r rn VA .11.E Oocl o _ Z^ z -IU' N • m Ul■ z0 . A 4 CO -1 m D m 0 m CI) r I c ii T1 n 0 0 n ` o77zo r• z 0 2 ■�FALIMi� 10 -I > li4,iaai� = 00 z O Or z Z - o 7) _1 G� p -i p 0o I > D N o O 0 w a m COX to PitlerResidence Ply:2 SEQN:17670/T31/FLOO Custom Qty: 1 FROM: DRW: B02 Wgt:0.0 lbs ... / ... 07/16/15 C • B 1���W 10'1"2 5'5"8 5'5"8 Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 2223 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 2552 /- /- /- /- /- 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= - 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: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. Sparing:24.0" Mfg Specified S cified Camber: B-A 0 0 C&C Dist a:NA ft I:NA GCpi:NA Wind Duration:NA VIEW Ver.15.01.00.0226.12 Lumber Floor Joist Header.0.0"x16.0"1.9E Microllam LVL 1.9E 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 481 plf at 0.00 to 481 pit at 5.46 BC-1075 lb Conc.Load at 2.15,4.15 Hangers/Ties (J)Hanger Support Required,by others Additional Notes Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03.should be used in conjunction with the architectural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. epn 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 PitlerResidence Ply:2 SEON:174051 T11/FLOC) Custom Qty: 1 FROM: DRW: B04 Wgt:0.0 lbs ... / ... 07/16/15 7 I B A 01012 1,-1 152"8 1678 16'2"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 59 C 474 /- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.003 B 999 59 D 273 /- /- /- /- /3.5 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 J 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:15.01.00.0226.12 Lumber Floor Joist Header:0.0"x18.0"1.9E Microllam LVL 1.9E 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 15 plf at 0.00 to 15 plf at 16.21 200 lb Conc.Load at 0.00 BC- 304 lb Conc.Load at 9.98 Additional Notes Deflection meets U240 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 EIVECCEBEZTI PitlerResidence Ply:2 SEAN:17450/T17 l FLOG Custom Qty: 1 FROM: DRW: 806 Wgt:0.0 lbs ... / ... 07/16/15 CB `I0011 10'1"2 [4. 6'9"8 6'9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed:NA mph Pf:NA Cc:NA VERT(LL):0.000 - - - C 51 I- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 51 /- /- I- /- /- 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= - NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. Spacing:24.0" Mfg Specified Camber: C&C Dist a:NA ft B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.00.0226.12 Lumber Floor Joist Header:0.0"x18.0"1.9E Microllam LVL 1.9E 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 15 plf at 0.00 to 15 plf at 6.79 Hangers I Ties (J)Hanger Support Required,by others Additional Notes Deflection meets U240 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 PitlerResidence Ply:1 SEAN:174751 T33/SY42 Custom Qty: 1 FROM: DRW: F02 Wgt:193.2 Ibs ... 1 ... 07/16/15 10'4"8 11'5" 23'11" I 10.4"8 111'5"I 176" I [--76"_".I I--2'---I (TYP) =5X7 =_4X5 W=3X4 114X5 112X4[1] =5X5 W=3X4 114X5 1114X5 m4X5 m5X5 5X7(24) AD B C D E F G N I J K L M N OP a re III'_l-r----'.I■I----_--.�II 101"2 1 rlri�r•i�mir.srar iii∎iimi∎a∎miiiar i lml∎srai-: 4.-I∎li29] .5X7 AB W 3X8 Y Itl X 12] W V U 7_5X723] .15X7 R • • 21,9" 1 72"--{ 23'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.331 G 774 360 AC 1166 /- /- /- /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.583 G 439 341 R 1649 /- /- I- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 B - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.070 B - - R Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings AC&R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.652 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.672 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -18 H-I 0 -5503 I:NA GCpi:NA Plate Type(s): B-C 0-2295 I-J 0 -4934 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0-3997 J-K 0 -3786 Lumber End Vertical Attachment D-E 0-5056 K-L 0 -3786 E-F 0-5056 L-M 0 -1977 Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 0-5505 M-N 568 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or G-H 0-5510 N-O 568 0 Bot chord 4x2 SP M-30:B2,B4 4x2 SP#2: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values narrow face. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Additional Notes AC-AB 1266 0 W-V 5336 0 Special Loads +2x6 continuous strongback.See detail AB-AA 3294 0 V-U 4507 0 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging AA-Z 4673 0 U-T 3032 0 TC-From 100 plf at 0.13 to 100 plf at 23.79 recommendations. Z-Y 4673 0 T-S 3032 0 BC-From 10 plf at 0.00 to 10 Of at 23.92 Y-X 5405 0 S-R 920 -239 TC- 200 lb Conc.Load at 23.79 Truss must be installed as shown with top chord up. X-W 5510 0 R-0 2 8 The overall height of this truss excluding overhang is Plating Notes 1-4-0. Maximum Web Forces Per Ply(Ibs) All plates are 4X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table AD-AC 66 0 W-I 605 .-192 JT Plate Lateral Chord JT Plate Lateral Chord A-AC 0 -131 I-V 0 -563 No Size Shift Bite No Size Shift Bite AC-B 0-1651 V-J 578 0 [1] 2X4 S 2.50 [12] 3X4 1.25 R 2.75 B-AB 1361 0 J-U 0 -966 (23] 5X7 3.75 R 2.75 [24] 5X7 3.25 R 2.75 AB-C 0-1322 U-L 1012 0 [29) 3X4 S 2.50 C-AA 930 0 L-S 0 -1412 AA-D 0 -895 S-M 1412 0 Purlins D-Y 507 0 M-R 0 -1689 In lieu of structural panels or rigid ceiling use purlins Y-F 0 -474 N-R 0 -261 to laterally brace chords as follows: F-X 492 -305 R-0 0 -637 Chord Spacing(in oc) Start(ft) End(ft) X-G 92 -210 O-O 46 -11 TC 24 0.25 23.79 BC 120 0.25 23.92 H-W 47 -255 P-Q 11 -45 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMMEIMEEEI PE No.60839 PE No.58544 PE No.71457 PitlerResidence Ply:1 SEAN:17684/T28/SY42 Custom Qty: 2 FROM: DRW: F04 Wgt:103.6 lbs ... / ... 07/16/15 10,6„ I 11'11"I 19'9"8 I 10'6" 1,5" 7'10"8 F—_Z6"--I (TYP) 1112X4 °4X8 11125(4 °3X4 1112X4 =3X4 1112X4 =4(8 111)X4 1 rh 101 2 3X8[5] =3 X3[7] IIILX4 °3X8[12) =3X8 0 N J =3X8 1 19'9"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt:NA Ce:NA VERT(LL): 0.424 E 552 360 0 1090 /- l- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.664 E 353 312 J 1075 /- I- f- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 J - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.091 J - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.515 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.874 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.274 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FTIRT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 E-F 0 -4272 I:NA GCpi:NA Plate Type(s): B-C 0-3386 F-G 0 -3416 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-3386 G-H 0 -3416 Lumber Additional Notes D-E 0-4268 H-I 0 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Webs 4x2 SP M-31 recommendations. Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. 0-N 1972 0 L-K 4268 0 Plate Shift Table The overall height of this truss excluding overhang is N-M 4157 0 K-J 2048 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0 M-L 4272 0 No Size Shift Bite No Size Shift Bite [12] 3X8 4.25 R 1.25 [7] 3X3 1.25 R 1.25 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins P_0 0 -10 M-E 39 -153 In lieu of structural panels or rigid ceiling use puffins A-0 0 -106 L-F 164 -53 to laterally brace chords as follows: p-B 0-2191 F-K 0 -1121 Chord Spacing(in oc) Start(ft) End(ft) B_N 1563 0 G-K 32 -278 BC 24 0.13 19.67 7 BC 120 0.13 19.67 C-N 0 -235 K-H 1512 0 Apply purtins to any chords above or below fillers N-D 0 -853 H-J 0 -2255 at 24"OC unless shown otherwise above. D-M 547 -262 I-J 0 -109 Hangers I Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.42"DL:0.29".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,figiCCEEIMI PE No.60839 PE No.58544 PE No.71457 PitlerResidence Ply:1 SEAN:17384/T13 1 SY42 Custom Oty: 1 FROM: DRW: F06 Wgt:107.8 lbs ... / ... 07/16/15 10'6~ 12' 20' '� 10'6" '� 1,6„ 8' I--2'6"--I (TYP) III S A 2X4 —4X8 W=3X4 —3X4 1112X4 =3X4 III 2X4 4X8 III 2X4 T17-1 .....,..0.0,e 0 e 0,,,e,,,,,, w p IP-1.0....„•,...-.. .. ....,„„.........-quiii , .„,,,..,,.,,.....-.1 4 i ii.I 1 10'1"2 }}�� =3X8(5) =3X3 1112X4 W=H0310 14 —lR Q P 0 N M L =3X8 =3X8[14) =3X8 j 20' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in P59 Def/CSI Criteria A 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): 0.408 F 573 360 R 1087 1- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.638 F 366 312 L 1087 /- /- /- 1- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - R Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.089 B - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings R&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.679 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.866 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.668 Chords Tens.Comp. Chords Tens. Comp. Pa 9 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3733 I:NA GCpi:NA Plate Type(s): B-C 0-2968 G-H 0 -2946 Wind Duration:NA WAVE,HS VIEW Ver:15.01.00.0226.12 C-D 0-2968 H-I 0 -2946 I J 1 0 Lumber Additional Notes E-F 0-3729 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail chord 4x2 SP M-30 for bracing and bridging Top chord 4x2 SP -30:T2 4x2 SP M-30: recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Bot Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is R-0 1732 0 0-N 3729 0 approved 1/30/2013 by ALSC 1-6-0. Q-P 3642 0 N-M 3729 0 P-O 3733 0 M-L 1723 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [51 3X8 4.25 L 1.25 [14) 3X8 4.00 R 1.25 S-R 0 -10 O-G 179 -52 Purlins A-R 0 -105 G-M 0 -1044 In lieu of structural panels or rigid ceiling use purlins R-B 0-1977 H-M 33 -276 to laterally brace chords as follows: B-Q 1403 0 M-I 1387 0 Chord Spacing(in oc) Start(ft) End(ft) C-Q 0 -232 I-L 0 -1967 TC 24 0.12 19.63 Q-E 0 -765 J-L 0 -106 BC' 120 0.12 19.63 E-P 488 -240 L-K 0 -10 Apply purlins to any chords above or below fillers P-F 36 -150 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.41"DL:0.29".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray , PE No.60839 PE No.58544 PE No.71457 PitlerResidence Ply:1 SEQN:17385/T16/SY42 Custom Qty: 6 FROM: DRW: F08 Wgt:105.0 lbs / ... 07/16/15 10'6" I 11'10' 19'8"8 '� 10'6" 1'4" 7'10"8 I---26"- (TYP) _ 1112X4 =4X8 1112X4 =3X4 1112X4 =3X4 11123(4 =4X8 1112X4 `/ �: -****4"..., 10'102 �l m 3X8[5] =3X3 1112X4 m 3X8[12] =4X5 W 0 N M L K J =3X8 I- 19'8"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L'# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.392 E 595 360 0 1085 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.613 E 380 311 J 1070 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.084 B - - J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.629 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.817 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.667 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3727 I:NA GCpi:NA Plate Type(s): B-C 0-2959 F-G 0 -2986 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-2959 G-H 0 -2986 Lumber End Vertical Attachment D-E 0-3723 H-I 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16 Gauge,1° O-N 1726 0 L-K 3723 0 Crown(minimum),1-1/2"length wire staples on each N-M 3630 0 K-J 1793 0 Lumber value set"13B"uses design values narrow face. M-L 3727 0 approved 1/30/2013 by ALSC Additional Notes Plate Shift Table +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. [5) 3X8 4.25 L 1.25 [12) 3X8 4.00 R 1.25 P-0 0 -10 M-E 37 -143 Truss must be installed as shown with top chord up. A-O 0 -105 L-F 171 -58 Purlins The overall height of this truss excluding overhang is 0-B 0-1971 F-K 0 -992 In lieu of structural panels or rigid ceiling use purlins 1-6-0. B-N 1400 0 G-K 24 -275 to laterally brace chords as follows: C-N 0 -234 K-H 1355 0 Chord Spacing(in oc) Start(ft) End(ft) N-D 0 -761 H-J 0 -2024 TC 24 0.12 19.58 D-M 482 -237 I-J 0 -108 BC 120 0.12 19.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.39"DL:0.2T.See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 I PitlerResidence Ply:1 SEQN:17414/T9/SY42 Custom Qty: 2 FROM: DRW: F10 Wgt:112.0lbs ... / ... 07/16/15 9,0„8 10'1"8 20'6" 9,0„8 1'1" 10'4"8 I1 - -'1 I -'I 2'6" (TYP) A 3X3 =4X8 DE 3X4 =3X4 G = X3 I m X8 K T 1 T- /r 1 =3X4 m 3X8[7] =3X3 W=H0310 =4X5 S R Q P 0 N M L =4X5 '=-3X8[161 H 1' 1 19'6" • I- 20'6" I Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TOLL: 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): 0.335 G 688 360 R 1402 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.588 G 391 307 L 1043 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 L - - R Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.076 L - - L Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Beating R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.653 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.849 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.656 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FTIRT:12(0)110(0) Mfg Specified Camber: A-g 0 -21 F-G 0 -3519 I:NA GCpi:NA Plate Type(s): B-C 190 0 G-H 0 -3517 Wind Duration:NA WAVE,HS VIEW Ver:15.01.00.0226.12 C-D 0-2744 H-I 0 -2903 Lumber End Vertical Attachment E-F 0-2744 J K 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP#212 4x2 SP M-30: using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,V Chords Tens.Comp. Chords Tens. Comp. Crown(minimum),1-1/2"length wire staples on each 0 -162 O-N 3499 0 Lumber value set"13B"uses design values narrow face. S-S-R R 1535 0 N-N 3499 0 approved 1/30/2013 by ALSC Additional Notes Q-P 3515 0 M-L 1748 0 Special Loads 2x6 continuous strongback.See detail P-O 3519 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging TC-From 100 plf at 0.12 to 100 plf at 20.50 recommendations. Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 0.00 to 10 plf at 20.50 TC- 200 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is S-A 0 -154 F-P 189 -42 Plating Notes 1-6-0. S-B 282 0 G-O 52 -112 All plates are 2X4 except as noted. T-S 0 -78 O-H 396 -311 B-R 0 -423 H-M 0 -676 Plate Shift Table R-C 0-1894 I-M 0 -232 JT Plate Lateral Chord JT Plate Lateral Chord C-Q 1378 0 M-J 1311 0 No Size Shift Bite No Size Shift Bite D-Q 12 -275 J-L 0 -1973 [7] 3X8 4.00 L 1.25 [16] 3X8 3.75 R 1.25 Q-F 0-1013 K-L 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 0.00 20.38 BC 120 -0.12 20.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer A p E X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 111 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 L , ..‘. , . . ,.. .. .„ _ PitlerResidence Ply:1 SEAN:173871 T20/SY42 Custom Qty: 2 FROM: DRW: F12 Wgt:42.0 lbs ... / ... 07/16/15 3'0"8 1 4'0"8 6'0"8 3'0"8 l 1' I 2' 'i 3"$I--_2'6" -{ I—1,9„—I =3X3 1111X3 =3X3 AIIB2X4 °3C D E F . __ fA T * 11 4 2■ 1 =3X3 II11X3 =3X3 1111X3 J I H G r 6'0"8 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.036 D 999 360 A 336 /- /- 1- 1- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.063 D 999 240 G 325 /- /- /- /- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 J - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.015 J - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.338 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.205 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -356 I:NA GCpi:NA Plate Type(s): B-C 7 0 E-F 0 -347 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 27 0 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 Bot chord 4x2 SP#2 J-I 357 0 H-G 0 0 Webs 4x2 SP#3 I-H 356 0 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. Purlins In lieu of structural panels or rigid ceiling use purlins J-B 211 0 E-H 0 -191 to laterally brace chords as follows: J-D 0 -410 H-F 430 0 Chord Spacing(in oc) Start(ft) End(ft) D-I 49 -52 F-G 0 -328 TC 24 -0.12 5.92 BC 69 0.17 5.92 Apply puffins 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 Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 0-3-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,IMEMEOZI PE No.60839 PE No.58544 PE No.71457 PitlerResidence Ply:1 SEAN:17452/T7/SY42 Custom Qty: 5 FROM: DRW: F14 Wgt:82.6 Ibs ... 1 ... 07/16/15 8' 9'5'8 14'8"8 F 8 1'5"8 53" —2'6"--I (NP) 11112(3 °4X5[3] III 8(3 =ip IIItx3 =45[10] 1111(3 (O -""°°°°°°°°°° .olilllll 10'1"2 4X5[5] 1111X3 =3X4 =3X4[12]° H -3L K J I I- 14'8"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefI/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft U# Lac R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.197 D 881 360 L 810 /- I- 1- l- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.324 D 534 240 H 795 I- 1- I- I- I- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.054 B - - H Min Brg Width Req= NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor.1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.791 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.663 Maximum Top Chord Forces Per Ply(Ibs) Load ng Duration:4 0 1.00 p Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.406 C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2017 I:NA GCpi:NA Plate Type(s): B-C 0-1962 E-F 0 -2004 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1962 F-G 0 0 Lumber Additional Notes +2x6 continuous strop back.See detail Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) g Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP M-30 recommendations. L-K 1223 0 J-I 2017 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. K-J 2021 0 I-H 1280 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-6-0. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord M-L 0 -10 D-J 34 -152 No Size Shift Bite No Size Shift Bite A-L 0 -107 E-I 0 -279 (3] 4X5 2.75 L 1.25 [5] 4X5 2.25 L 1.25 L-B 0-1396 I-F 843 0 [10] 4X5 2.75 R 1.25 (12] 3X4 1.25 R 1.25 B-K 839 0 F-H 0 -1445 C-K 0 -307 G-H 0 -110 Purlins K-D 168 -351 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 14.58 BC 120 0.12 14.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128'x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1° Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eliPE> Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 ' Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 PitlerResidence Ply:4 SEAN:17674/T3/FLAT Custom Qty: 1 FROM: DRW: FG01 Wgt:509.6 lbs Page 1 of 2 ... I ... 07/16/15 5I 7 4 8� 10 4 1055]2 13'5"4 16'8"4 19'7"10 1'3"14 1'9"4 "`1� 1�5"12 1~T 8 1'3"14� � 22 2 I 4'3"6 I �_� 9� 11 11 11 8� 150 12� 11_18'31 8 21'5" I 23'11" I 2'2"2 2'1"4 1'5"12 1'0"12 1'S"12 1'7"8 1'7"8 1'9"6 Z6" -m 5X5[1] °5X5[5] =3X8 1112X4 =3X8 112X4 m 3X8 °-5X5[34] =3X3 A B C D E F G H I J K L M N O P T . 1 10'1"2 5X5[4] =4X8[6) 1112X4 =3X8 =H0310 --3X4(31] �=3X4[35J A AE AD AC AB AA Z Y X W V U T R=4X8[33) 112X4 • 21'9" -1 2'2"-I 1'9"6 1'7"10 1'9"4 1'9"4 1'9"4 E-1 1'7"8 1'S"14 1�' 9"6 '{ 5'~3"122 H 8'8"8 , ., �1r11"8 1 13'8°12 " 16" 1�87"4 , " 21812 1 " 1'10"12 1'7"8 1 s 12 1 7 8 X11"12 1 7 10 2'2"4 3'8"2 611"4 1p H 15'4"4-� 1t-'11"112 20� 2"14 I F 23'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt:NA Ce:NA VERT(LL): 0.381 H 684 261 AF 5170 /- I- I- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.656 H 397 261 R 6315 /- /- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.062 A - - AF Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.106 A - - R Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AF&R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.315 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.768 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.288 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2122 1-J 0 -4178 I:NA GCpi:NA Plate Type(s): B-C 0-4160 J-K 0 -3897 Wind Duration:NA WAVE,HS VIEW Ver:15.01.00.0226.12 C-D 0-4543 K-L 0 -3575 Lumber Plate Shift Table D-E 0-4497 L-M 0 -3173 E-F 0-4499 M-N 0 -2765 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord F-G 0-4372 N-O 0 -1958 Top chord 2x4 SP M-31 No Size Shift Bite No Size Shift Bite G-H 0-4372 O-P 92 0 Bot chord 2x4 SP M-31 [1] 5X5 1.75 L 1.25 [4] 5X5 1.75 R 1.50 H-I 0-4178 Webs 2x4 SP M-31:W5,W24 2x8 SP#2: [5] 5X5 2.00 L 1.25 [6] 4X8 S 1.50 [31] 3X4 S 1.25 [33] 4X8 S 1.50 Lumber value set"13B"uses design values [34] 5X5 2.00 R 1.25 [35] 3X4 2.25 L 1.25 Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Purlins Nailnote lieu of structural panels or rigid ceiling use puffins AF-AE 12 0 X-W 3642 0 Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: AE-AD 2473 0 W-V 3254 0 Top Chord:1 Row @ 8.50"o.c. Chord Spacing(in oc) Start(ft) End(ft) AD-AC 4318 0 V-U 3254 0 Bot Chord:1 Row @ 3.75"o.c. TC 24 -0.13 23.79 AC-AB 4545 0 U-T 2848 0 Webs :1 Row @ 4"o.c. BC 120 -0.13 23.79 AB-AA 4499 0 T-S 2260 0 Repeat nailing as each layer is applied.Use equal Apply puffins to any chords above or below fillers AA-Z 4495 0 S-R 350 0 spacing between rows and stagger nails in each row at 24"OC unless shown otherwise above. Z-Y 4348 0 R-Q 2 0 to avoid splitting. The TC of this truss shall be braced with attached Y-X 3953 0 In addition,apply(1)0.27-0.25"min/max dia.X 6.0" spans at 24"OC in lieu of structural sheathing. length wood screw at each joint location. Additional Notes Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. TC-From 200 plf at 0.00 to 200 plf at 4.12 The overall height of this truss excluding overhang is A-AF 0-1256 I-Y 0 33 TC-From 100 plf at 4.12 to 100 plf at 9.92 1-4-0. A-AE 2423 0 J-X 0 -206 TC-From 100 plf at 9.92 to 100 plf at 19.79 AE-B 0-1302 X-K 324 0 TC-From 200 plf at 19.79 to 200 plf at 23.92 B-AD 2037 0 K-W 0 -248 BC-From 10 plf at 0.00 to 10 pit at 16.00 AD-C 0 -314 W-L 407 0 BC-From 10 plf at 16.00 to 10 plf at 23.92 C-AC 321 0 L-U 0 -304 BC-4015 lb Conc.Load at 3.98,19.94 AC-D 88 -74 U-M 412 0 D-AB 126 -190 M-T 0 -308 Plating Notes AB-E 41 -43 T-N 717 0 All plates are 3X4 except as noted. AA-F 77 -18 N-S 0 -602 F-Z 61 -265 S-O 2116 0 Z-H 141 -14 O-R 0 -1599 H-Y 0 -208 R-P 0 -104 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 PitlerResidence Ply:3 SEQN:17676/T301 FLAT Custom Qty: 1 FROM: DRW: FG02 Wgt:378.0 lbs / ... 07/16/15 1. 34"7 673 9'11" 1� 32 5; 16�_ 1197.10 j 11 8,.4 '{ 1�' s 4 1� 5"74'1 16"8 18"a 1'4"10 1'8"4 5'0"15 8'S"2 11714 1410"9 1� 83" 1 21'8"14 1 23'11" 1 11-8 4 11 8"8 '1 I 1'10" 'I 1 H 1 8"4 1,8,.4 2'1"4 z'2"2 =3X4[5] m 6X8 w 5X5(35) 03X4[0] 03X4[9] 1112X4 03X4[13] 112X4 =3X8 04X5[33) A B C D E F G H I J K L M N 0 • 010'1"2 1 :1112X4 =3X4[4] =3X4[6 03X4[10] 112X4 =3X4(14) =3X8 =H0514 03X8(32) 1115X5(34] • AD AC AB AA Z Y X W V U T S R Q • 14'8 1'8''4 110"4 1'10" 1'10'' 9"15 1'8"4 1'10" • 7'4"g 49"3 �{ 8� 3"6 ''F___11,6„8 11'7"14 I 13'5"13-I " 16'� " 1� S 6 8 " 21.____41'10" 22"2 "'1 1'8"8 1'8" 1 8 4 1�0 5.J 1 9 10 1� 8"14 31 0„15'{ 6 'I 9'914 1571 1 1„810$ 21 0'4"2 �I 23'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 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 Pt:NA Ce:NA VERT(LL): 0.446 I 643 287 AE 1776 /- I- l- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.770 I 372 287 p 3819 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.055 P - - AE Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.095 P - - P Min Brg Width Req= 1.5 9 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AE&P Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.334 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.713 Maxim Tens.Comp.To Chord Chords Ty(I Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.280 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -735 H-I 0 -4123 I:NA GCpi:NA Plate Type(s): B-C 0-1547 I-J 0 -4347 Wind Duration:NA WAVE,HS VIEW Ver.15.01.00.0226.12 C-D 0-2219 J-K 0 -4456 Plate Shift Table D-E 0-3119 K-L 0 -4455 a Lumber E-F 0-3162 L-M 0 -4409 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord F-G 0-3792 M-N 0 -3973 Top chord 2x4 SP M-31 No Size Shift Bite No Size Shift Bite G-H 0-4123 N-O 0 -2063 Bot chord 2x4 SP M-31 (0] 3X4 2.25 R 1.25 [4] 3X4 1.75 R 1.25 Webs 2x4 SP M-31:W24 2x8 SP#2: [5] 3X4 S 1.25 [6] 3X4 S 1.25 [9] 3X4 2.25 R 1.25 [10) 3X4 1.75 R 1.25 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values [13] 3X4 S 1.25 [14] 3X4 S 1.25 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC (32] 3X8 5.25 R 1.25 [33) 4X5 2.00 R 1.25 [34] 5X5 3.75 R 1.75 [35] 5X5 1.75 R 1.25 AE-AD 4 0 W-V 4450 0 Nailnote AD-AC 889 0 V-U 4469 0 Nail Schedule:0.131"x3",min.nails Purlins AC-AB 1679 0 U-T 4469 0 Top Chord:1 Row @ 9.50"o.c. In lieu of structural panels or rigid ceiling use purlins AB-AA 2360 0 T-S 4429 0 Bot Chord:1 Row @11.25"o.c. to laterally brace chords as follows: AA-Z 3162 0 S-R 4155 0 Webs :1 Row @ 4"o.c. Chord Spacing(in oc) Start(ft) End(ft) Z-Y 3198 0 R-0 2403 0 Repeat nailing as each layer is applied.Use equal TC 24 0.00 23.92 Y-X 3883 0 Q-P 12 0 spacing between rows and stagger nails in each row BC 120 0.00 23.92 X-W 4324 0 to avoid splitting. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Special Loads The TC of this truss shall be braced with attached ----(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00) spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.00 to 100 plf at 9.92 A-AE 0 -578 H-X 0 -34 TC-From 100 plf at 9.92 to 100 plf at 19.79 Additional Notes A-AD 912 0 I-W 84 -20 TC-From 200 plf at 19.79 to 200 plf at 23.92 BC-From 10 plf at 0.00 to 10 plf at 14.00 Truss must be installed as shown with top chord up. AD-13 0 -570 W-J 61 128 -V 29 -49 AC 822 0 J BC-From 10 plf at 14.00 to 10 plf at 23.92 The overall height of this truss excluding overhang is B AC-- C 0 -489 -K 107 -49 BC-2552 lb Conc.Load at 19.94 1-4-0. C_AB 674 0 K-T 6 -79 Plating Notes AB-D 0 -524 T-L 152 -34 D-AA 946 0 L-S 13 -112 All plates are 3X4 except as noted. AA-E 0 -316 S-M 351 0 Camber Z-F 0 -255 M-R 0 -362 Max JT VERT DEFL:LL:0.44"DL:0.32".See detail F-Y 742 0 R-N 1895 0 DEFLCAMB1014 for camber recommendations. Y-G 0 -339 N-Q 0 -1261 Roofs incorporating this truss require consideration G-X 289 0 Q-0 2355 0 for ponding design by Building Designer. X-I 14 -244 O-P 0 -1239 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 PitlerResidence Ply:4 SEAN:17465/T24/FLAT Custom Qty: 1 FROM: DRW: FG04 Wgt:392.0 lbs ... / ... 07/16/15 5'9"2 8'4"12 ,,, 11'0 f' 1'6"12" ,_ 1'6"12 I 3'1"8 , 4'8"6 _, 1 610 , 10'0'14 , 12' , 13'11"10 , 15'11"12_, 1'6"12 1'6"12 1'6"14 1'0"1 1'8"2 1'11"2 1'11"10 2'0 2 5X5[5] =3X4[11] -5X5[1] •4X4[7] =3X8 1112X4 1112X4 =3X4 =4X4[18] =4X8[20] =5X5[22] A B C D E F G H I J K iic, Ingalls es 61.- .... •..rmimii suwir-ipawo■IpEloMin biallahlilb.Mal MIN 'kir le 11:12 L/ mg/ Galan 1 v 5X5[4] -4X5[6] - X8[8] ---63X4[10]Q=3X4[12] P 3X4 =4�[17] =4X8[19] =5 M[21] �L `f� i 1'3" ` 1'6"8 1 1'3"10, 1'4"4 ,_ 1'10"4 , 1 10 6 , 1'11"10, , 1'11"14 , 17"6 1'3" 2'9"8 4'1"2 5'5"6 ,,2,,14 8'6"8 10'4"14 12'4"8 14'4"6 15'11"1 r 6'8"4 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.237 G 808 240 v 6450 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.371 G 517 191 L 5890 I- 1- I- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 L - - V Min Brg Width Req= 1.9 Des Ld: 55.00 EXP:NA HORZ(TL):0.078 L - - L Min Brg Width Req= 1.7 9 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 IC CSI: 0.431 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.787 Maximum Top Chord Forces Per Ply(Ibs)Sparing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.976 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1677 F-G 0 -6198 I:NA GCpi:NA Plate Type(s): B-C 0-3379 G-H 0 -6159 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0-4490 H-I 0 -5596 Plate Shift Table D-E 0-5461 l-J 0 -4120 Lumber E-F 0-6126 J-K 0 -2059 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Top chord 2x6 SP SS Dense [1] 5X5 2.25 L 1.25 [4] 5X5 2.25 R 1.25 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 (5j 5X5 S 1.25 [6] 4X5 2.00 R 1.25 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2,W19 2x4 SP#2: (7] 4X4 S 1.25 [8] 3X8 S 1.25 W72x8SP#2: [10] 3X4 1.75 R 1.25 [11] 3X4 S 1.25 V-U 8 0 Q-P 6198 0 Lumber value set"13B"uses design values [12] 3X4 S 1.25 [17] 4X4 2.50 R 1.25 U-T 2065 0 P-0 5798 0 approved 1/30/2013 by ALSC (18) 4X4 1.50 R 1.25 [19] 4X8 S 1.25 T-S 3678 0 0-N 4415 0 [20] 4X8 S 1.25 [21] 5X5 1.75 L 1.50 S-R 4999 0 N-M 2418 0 Nailnote [22] 5X5 1.75 R 1.25 R-0 5636 0 M-L 8 0 Nail Schedule:0.131"x3",min.nails purlins Top Chord:2 Rows @ 3.50"o.c.(Each Row) Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row © 4"o.c. to laterally brace chords as follows: Repeat nailing as each layer is applied.Use equal Chord Spacing(in oc) Start(ft) End(ft) A-V 0-1582 0-F 0 -557 spacing between rows and stagger nails in each row TC 24 0.00 15.98 A-U 2230 0 G-P 0 -317 to avoid splitting. BC 120 0.00 15.98 U-B 0-1547 P-H 470 0 In addition,apply(1)0.22"-0.25"min/max dia.X 6.0" Apply purlins to any chords above or below fillers B-T 1754 0 H-0 0 .-824 length wood screw at each joint location. at 24"OC unless shown otherwise above. T-C 0-1189 0-I 1448 0 Special Loads The TC of this truss shall be braced with attached C-S 1246 0 I-N 0 -1184 P spans at 24"OC in lieu of structural sheathing. S-D 0-1075 N-J 2066 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) D-R 818 0 J-M 0 -1430 TC-From 100 plf at 0.00 to 100 plf at 15.98 Camber D-E 8 -690 M-K 2469 0 BC-From 10 plf at 0.00 to 10 plf at 15.98 Max JT VERT DEFL:LL:0.24"DL:0.13".See detail E_Q 770 0 K-L 0 -1449 TC-83 1070 Ib Conc.Load at 1.33,2.83,4.83,6.83 DEFLCAMB1014 for camber recommendations. TC- 7.83 Roofs incorporating this truss require consideration TC- 795 lb Conc.Load at 6.40,8.40,9.83,11.83 TC- 930 lb Conc.Load at 13.83 for ponding design by Building Designer. BC- 51 lb Conc.Load at 4.40 Additional Notes Plating Notes Truss must be installed as shown with top chord up. All plates are 4X4 except as noted. 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. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer epn Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray EnSEEIZIMI PE No 60839 PE No.58544 PE No 71457 PitlerResidence Ply:1 SEAN:17483/T27/SY42 Custom Qty: 1 FROM: DRW: FGE02 Wgt:103.6 lbs 1 ... 07/16/15 AJ A B C D E F W 34 I J K L M N 0 P Q T se L _ X - - - )11R 1 10'1"2 Al H G AF AE AD C AB AA �11 X W V U T S III 1X3 1111X3 III 1X3 III 1X3 I111X3 1111X3 1111X3 1111X3 W=3X4 III 1X3 1111X3 II 1X3 III 1X3 III 1X3 I, 1978 i I 19'9"8 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 360 Al 71 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 288 Al'107 /- /- /- /- /233 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 Q - - Al Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.001 Q - - Al Min Brg Width Req= - NCBCLL:10.00 g Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings Al&Al Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code:FBC 2014 RES Max TC CSI: 0.189 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Tens.Comp.To Chord Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 C&C Dist a:NA ft FTIRT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 I-J 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver..15.01.00.0226.12 C-D 0 0 K-L 0 0 D-E 0 0 L-M 0 0 Lumber Additional Notes E-F 0 0 M-N 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 0 0 N-0 0 0 Top chord 4x2 SP#3 recommendations. G-H 0 0 0-P 0 0 Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. H-I 0 0 P-Q 0 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 1-4-0. Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing Al-AH 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) AH-AG 0 0 Z-Y 0 0 forces.All connections to be designed by the building AG-AF 0 0 Y-X 0 0 designer. AF-AE 0 0 X-W 0 0 Fasten rated sheathing to one face of this frame. AE-AD 0 0 W-V 0 0 AD-AC 0 0 V-U 0 0 Plating Notes AC-AB 0 0 U-T 0 0 AB-AA 0 0 T-S 0 0 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: I 0 9 Q-S 0 26 TC 24 0.13 19.42 Chord Spacing(in oc) Start(ft) End(ft) A AJ-Al 0 59 S-S 0 -6-Al BC 120 0.13 19.42 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs) at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp. End Vertical Attachment B-AH 0 -146 J-AA 0 -133 Attach notched end verticals)to next end vertical C-AG 0 -131 K-Y 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails,or D-AF 0 -134 L-X 0 -133 (5)qty. 15-Gauge,7/16"Crown,2-112"length wire E-AE 0 -133 M-W 0 -134 staples,through wide face;or(3)qty.16-Gauge,1" F-AD 0 -133 N-V 0 -132 Crown(minimum),1-1/2"length wire staples on each H-AC 0 -133 0-U 0 -138 narrow face. I-AB 0 -133 P-T 0 -114 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epE X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray gliniiniffi PE No 60839 PE No.58544 PE No.71457 PitlerResidence Ply:1 SEQN:17393/T14/SY42 Custom Qty: 1 FROM: DRW: FGE04 Wgt:84.0 lbs / ... 07/16/15 1,2„8 11_11'2"8 l'1,2„8'I 1,2„$'11-'112 1"8I i'1 2„8"I I 1,2„8 i t 1,2„8 I I'1 2„8 I F 1 3„8 1 A B C D E F G H I J K L a II 1 Pf a If 10'1"2-1 y iii//%,>. 1112X III2X4 X W V U T S R Q i 15'1"8 i i 151"8"8 -1 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 Cc:NA VERT(LL): 0.000 L 999 360 y 71 /_ j., /_ /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 L 999 240 Y' 107 /- /- /- /- /176 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 L - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 L - - Y Min Brg Width Req= - NCBCLL:10.00 9 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings Y&Y Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.208 Load Duration: .00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Sparing:24.0 0:” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A_B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0 0 I-J 0 0 D-E 0 0 J-K 0 0 Lumber Additional Notes E-F 0 0 K-L 0 0 Value Set 13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 0 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B”uses design values 1-6-0. Y-X 0 0 S-R 0 0 approved 1/30/2013 by ALSC X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 Sheathing is required for any longitudinal(drag) V-U 0 0 P-0 0 0 forces.All connections to be designed by the building U-T 0 0 0-N 0 0 designer. T-S 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. Z-Y 0 -9 L-N 0 -59 A-Y 0 -56 N-M 0 -9 Purlins - In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(k) End(k) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.13 14.75 BC 120 0.13 14.75 B-X 0 -146 G-S 0 -133 Apply puffins to any chords above or below fillers C-W 0 -131 H-R 0 -133 at 24”OC unless shown otherwise above. D-V 0 -134 I-0 0 -134 E-U 0 -133 J-P 0 -129 End Vertical Attachment F-T 0 -133 K-0 0 -152 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray OMMEECIEN PE No 60839 PE No 58544 PE No.71457 PitlerResidence Ply:1 SEQN:174571 T19/SY42 Custom Qty: 1 FROM: DRW: FGE06 Wgt:110.6 Ibs ... I ... 07/16/15 8' I 9,5" I 19'8" 8' 1,5" 10,3" —2'6„--I I—2,1„8--I (TYP) G A =3X3 C =3X3 =3X3 F °3X3 H =3X3 T 3-sRa - J m 11fr ". MP ■ 410"1"2 Q. ����P 0 N� M L K =3X4 =3X4 =3X4 =3X4 1- 17'5"8 1 2'2"8--1 I 198 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loci/den U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 B 999 360 Q. 95 I_ I- I- l- /204 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.017 K 999 180 L 557 I- I- I- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 I Q Min Brg Width Req 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.004 I - g q 9 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.260 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.227 Maximum Tens.Comp.To Chord Chords Tens. Comp. Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.089 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 86 0 I:NA GCpi:NA Plate Type(s): B-C 50 0 F-G 86 0 Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-E 550 0 G-H 170 0 D-Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 Truss must be installed as shown with top chord up. Webs 4x2 SP#3 The overall height of this truss excluding overhang is Q-P 236 0 N-M 0 30 Lumber value set"13B"uses design values 1-6-0. P-O 0 -29 M-L 208 -86 approved 1/30/2013 by ALSC 0-N 0 -34 L-K 0 -1 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. R-Q 0 -10 E-M 0 -67 Purlins q_O 0 -106 F-M 0 -273 In lieu of structural panels or rigid ceiling use purlins A 0 -2706 M-G 27 -273 to laterally brace chords as follows: B--B P B 0 -20 G-L 0 -285 2 0.12 Chord Spa4g(inoc) Start(ft) End(ft) C_P 0 -265 H-L 0 -280 TC 20 0.12 19.42 2 BC 120 0.12 19.54 P-D 6 -39 L-I 0 -198 Apply puffins to any chords above or below fillers D-0 0 -190 _ I-K 11 . 0 at 24"OC unless shown otherwise above. N-E 0 -180 J-K 3 0 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,V 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ITIMEICIM PE No 60839 PE No.58544 PE No 71457 PitlerResidence Ply:1 SEQN:17459/T10/SY42 Custom Qty: 1 FROM: DRW: FGE08 Wgt:84.0 lbs ... / ... 07/16/15 F 1,2„8 H 1'Z'8 I F 1,2„8 I 1'2"8'if�,2.,8'�f 1,2„8 II 1,2„8 f 1'2"8'ff 1,2,8 If 1,2„8 H f'!0„1 A B C D E F G H I J K L I. T 32,8 Z1 , - -1 i I rl M.......,........,.;(D 1 F; F u .r � N 10'1"2 �� �/� // ///� 1112X4 1112X4 X W V U T S R Q P 0 r 14'8"8 i F 14'8"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or•=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 L 999 360 Y 71 /- l- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 L 999 240 r 107 /- /- /- /- /170 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - - Y Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&Y Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.033 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-I 0 0 Wind Duration:NA WAVE VIEW Ver.15.01.00.0226.12 C-D 0 0 I-J 0 0 Lumber Additional Notes D-E 0 0 J-K 0 0 E-F 0 0 K-L 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging F-G 0 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set'13B"uses design values 1-6-0. approved 1/30/2013 by ALSC Y-X 0 0 S-R 0 0 X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 Sheathing is required for any longitudinal(drag) V-U 0 0 P-0 0 0 forces.All connections to be designed by the building U-T 0 0 0-N 0 0 designer. T-S 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. Z-Y 0 -9 L-N 0 -40 Purlins A-Y 0 -56 N-M 0 . -8 In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.13 14.33 BC 120 0.13 14.33 B-X 0 -146 G-S 0 -133 Apply purtins to any chords above or below fillers C-W 0 -131 H-R 0 -133 at 24"OC unless shown otherwise above. D-V 0 -134 I-Q 0 -133 E-U 0 -133 J-P 0 -136 End Vertical Attachment F-T 0 -133 K-0 0 -125 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge.7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray BilECCIEMEi PE No.60839 PE No 58544 PE No.71457