Loading...
Plans (2) Mme\- \C - CC)1U.: SQL \ SA" ilk NV6 Approved by Planning Date: obsrok_l ce >izoL_ FcNc- Initials: '_ -- W �o, �p � X99 .1 .;,. * •I'.,-,, 1 P!'►i.li'L 1 N1... „m‘.'"'‘ ,,,,, . • O _ —�......... 5'-0:'.... p E.-. llECK EL.=P05.0 . LflA 1.p MAIN FLOOR 1 EL=205.17 w1 Ni..•7( d lV n M r. 1, z 1 i I I �I GARAGE EL.=205.0' It fah i 1 , �� \ j •ti� • _ —� t W>�_ 5'-0' _ 4”CONC. 5"-3" 3'o= T DRIVEWAY ;N, o 13500 P.S.I.) N 1 m"' IN N g _ E Lp5 61.82' . / •1 Op P.O.E.. N Ci3iY S.W. INEZ STREET 01 JUN 2018 MRR SCALE 1 " = 2 0 ' - 0 ALAN MASCORD DESIGN ASSOCIATES INC.IS NOT CITY OF TIGARD LIABLE FOR THE ACCURACY OFF THE TOPOGRAPHY 2 3 81 B INFORMATION.IT IS THE SOLE RESPONSIBILITY OF THE IRMA DELL BUTTERFIELD PARK ....„4/` i / BUILDER TO VERIFY ALL SITE CONDITIONS,INCLUDING ANY FILL PLACED ON THE SITE AND NOTIFY THE LOT 5 OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. COLLECTION ALAN~ORD DESIGN ASSOPATae.Na BY: FOUR D CONST 1306 NW 110 AVE, PORTLAND OR 97309 ( 6,196 SQ. FT) 603/335-911 FAX 503/335-0935 INtp,wwwAmsoontoom RECEIVED JUN 1 1 2.018 CITY OF TIGARD Boor%DIVISION I 59 I 2 I 18'6" I 28'6" I 10' I 6 I 86 I 6-I r 12 1` R 1 1 1 ! / ` '` M a np N 21 CJ1I, r 1 { - C i' I <I _ C11 CJ2 I� , i ,mil I, l - Ai CJ2 ' w CJ3 I�o 'o o Io mom. E: € i 1 I -�c-13 I� 1 B1 _��_ I , c, ENS, a, lig is �I �'�; \ III B2 — ill 83 Cjl CJ2 i�m� m� E ® II gq m --= :4111 ® CJ2 ib, i,,, 11111111110111 ,cJi , V� <n MEI of o 1114 3 I, �'�lir 8 pli 1 !1111 6 _ .ill A � I_ cii iTI! AIiuIIIIIk1___ A 4- _ '� '�II 4 I;'P '5�� 1 ' CJ3 a, r_ _.— °I © 1 01 cJz mr i. 1 ma 1 Er " 1 I i d CJ2 n I--6' 12' I I 34'6" I H 4'6"-_ 43' I 10' I Customer:FOUR D CONSTRUCTION CO. O D p Desc.:BUTTERFIELD PARK LOT 5 m Co W ADDRESS:SW INEZ ST TRuss zz oEo Oz Designed by: IKE ISAKSON «, Yy Job Number:0518187 Ply:2 SEQN:284798/T27/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT EQty: 1 FROM:IKE DRW: Truss Label: A Wgt:0.0 lbs ... / ... 05/25/18 I 5 5 2 Complete Trusses Required 7'11"41 30'6"12 1 36'6" 1 7'11"4 22'7"8 511"4 5' 711"4 156"4 19'3" 24'1112 30'6"12 36'6" 5' I Z11"4 I 5'7" 58"12 I 58"12 I 511"4 12 4 D DT-1'7 ffi3X5 =3X5 =3X5 m5X7 C D T2 E F 1111.5X4 G T3 H 4X5 ' B Y�� 6 W1� I =3X5(A1) W4 W6 �3X5�1115X10(E5) s3FIQ P 0 N M L K 3X5 =3X10 -3X7=6X6 =3X10 1111.5X4 12' 1 34'6" A 2'2"1 58"8 57" 5512 58"12 57" 5'11"4 I' 2'2"1 7'11"4 I 13'6"4 I 19'3" 1 24'11"12 1 30'6" 12 I 36'6" 36'6" I 36'6" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 :VERT LL 0.466 F 881 360 VERT(LL): Q 2888 /286 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 1.122 F 518 240 J 2698 /274 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.195 C - - 0 Min Brg Width Req= 1.5 Mean Height:21.66 ft J Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 g Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.796 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.879 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.837 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 106 -87 F-G 546 -5072 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 310-2905 G-H 483 -4501 Lumber C-D 478-4442 H-I 321 -2999 D-E 546-5072 I-J 327 -3029 Top chord 2x4 HF#2:T2,T3 2x4 DF-L#2: E-F 546-5072 Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud :W4,W6,W8,W10 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Nailnote A-Q 74 -92 N-M 4546 -490 Nail Schedule:0.131"x3",min.nails Q-P 2236 -250 M-L 4546 -490 Top Chord:1 Row @12.00"o.c. P-O 2753 -292 L-K 2781 -298 Bot Chord:1 Row @12.00"o.c. O-N 4488 -484 K-J 2796 -299 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads Q-B 309-2563 F-N 21 -151 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-P 606 -48 N-G 576 -62 TC-From 65 plf at 0.00 to 65 plf at 7.94 P-C 50 -80 G-L 54 -395 TC-From 32 plf at 7.94 to 32 plf at 30.56 C-O 1868 -205 L-H 1897 -205 TC-From 65 plf at 30.56 to 65 plf at 36.50 O-D 56 -402 H-K 205 -20 BC-From 20 plf at 0.00 to 20 plf at 7.95 D-N 644 -68 BC-From 10 plf at 7.95 to 10 plf at 30.55 BC-From 20 plf at 30.55 to 20 plf at 36.50 BC- 464 lb Conc.Load at 7.95,30.55 BC- 227 lb Conc.Load at 10.00,12.00,14.00,16.00 18.00,19.25,20.50,22.50,24.50,26.50,28.50 Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)tasafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRUSS 211 as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to r'I ref drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TP1:www.tpinst.orq.SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284664/T35/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: Al Wgt:0.0 lbs ... / ... 05/25/18 9'11"4 28'6"12 366" 9'11"4 18'7"8 7'11"4 7' I 9'11"4 I 16'1"3 I 22'4"13 I 28'6"12 I 31'6" I 36'4" 3R'6" I7' 2'11"4 6'1"15 6'3"11 6'1"15 2'11"4 4'10" 12 I =3X5 O 1111.5X4 =5X5 4 p Q 5X71.9 D T2 EF S5XsB & G 5X5 T3 nt in 1111.5X4 =3X5(AN A (a) Y / jAl2• ) 1 �311Q P O N M L =4X8KJ =-3X5 =4X5 mH0310 =3X12 -3X5 I—2' 1 34'6" 1 2'2"12 7'8"8 6'1"15 6'3"11 6'1"15 7'9"4 2n 2'2"121 9'11"4 I -16'1"3 22'4"13 28'6"12 I 36'4" 36'6" 36'6" II 36'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL: 0.366 E 999 360 ( ) Q 1647 /64 /715 /- /34 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.959 E 622 240 J 1446 /65 /604 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.100 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.99 ft HORZ(TL): 0.255 K - - 0 Min Brg Width Req= 2.3 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.861 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.959 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.824 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 527 -335 E-F 767 -4155 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 631 -2890 F-G 626 -2988 Lumber C-D 777-4099 G-H 77 -207 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: D-E 766-4152 H-I 4 0 :T3 2x4 DF-L 2400f-2.0E: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W12 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing A-Q 361 -409 N-M 4150 -680 (a)Continuous lateral restraint equally spaced on Q P 2510 -578 M-L 2869 511 member. P-O 2766 -508 L-K 2581 -559 0-N 4150 -680 K-J 0 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. Q-B 820-3115 M-E 138 -576 Truss designed for unbalanced snow loads. B-P 400 -95 M-F 1454 -216 Purlins P-C 182 -139 F-L 198 -104 C-O 1516 -245 L-G 451 -15 In lieu of structural panels use purlins to brace all flat 0-D 160 -598 G-K 600 -2708 TC @ 24"OC. D-M 115 -82 H-K 119 -248 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, MISS •-7 •l as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to PI` i_8 ` ra' nrr drawings 160A-Z for standard plate positions. rt4ier Y4rd."""".`" Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIt I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tainst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284667/T34/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: A2 Wgt:0.0 lbs ... / ... 05/25/18 11'11"4 26'6"12II 36'6" 11'11"4 14'7"8 9'11"4 7' I 11'11"4 . 19'3" I 7' 4'11 26'6"12 31'6" 36'4" 3;'6" "4 7'3"12 7'3"12 4'11"4 4'10" 412 l- 1"9 m m III10 T2 =E7 T - m _ 0.5X5B W. Fw4X5 W4 1 — =3X5(A1)A� t W �= u H 1111.5X4 v T Y _L �4MO N M L-4X5 K =4X8 I- =3X5 =3X10 3X5 F.--2' j 34'6" j ,2712 i T9"9I 9'2..11 I 9'2"11 I 7'10"5 ?( 2'2"12 10'0"5 19'3" 28'5"11 36'4" 360'6" 36'6" I I 36'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.305 D 999 360 O 1647 /68 /714 /- /41 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.750 D 818 240 I 1446 /68 /603 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.091 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL): 0.218 J - - 0 Min Brg Width Req= 2.3 Mean Height:22.32 ft J Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.942 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.830 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 533 -332 E-F 626 -2877 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 635-2781 F-G 81 -207 Lumber C-D 713-3381 G-H 4 0 D-E 713-3381 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-O 358 -414 L-K 2627 506 member. O-N 2519 -584 K-J 2600 -571 N-M 2549 -511 J-I 0 0 Loading M-L 2627 -506 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. O-B 840-3139 M-E 949 -138 Purlins B-N 313 -126 E-K 302 0 N-C 263 -28 K-F 325 -97 In lieu of structural panels use purlins to brace all flat C-M 1014 -168 F-J 615 -2734 TC@24"OC. D-M 172 -750 G-J 119 -236 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,byTPI anc�SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insailed per BCSI sections B3,137 or B10, TIM$$ 1/±_•- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ♦7efer to NI". `' ll drawings 160A-Z for standard plate positions. !!!r!.•,...`' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.toinst.orgi SBCA:www.sbcindustrv.comt ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284673 1 T15/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: A3 Wgt:0.0 lbs ... / ... 05/25/18 1311"4 24.612 I 13'11"4 I 1078 11'11"4 7' I 13'11"4 I 19'3" I 24'6"12 I 31'6" I 36'4" 36'6" 7' 6I '11"4 5'3"12 5'3"12 6'11"4 4'10" Cl DT-1"9 III1.5X4 =E 5X7 T 412 8 T1 s5X5B Fx5x5 v GH 1111.5X4 1 = —3X5(A1)A (a) N (aiii 4ii ii, • ..ii m 1 4X50 N M L B2 K -4X8J I =3X5 .3X7•4X5 -3X5 I`-2' 1 34'6" A 1 2211121 79"9 I 9'2"11 I 9'2"11 710"5 zn 2'212 10'0"5 19'3" 28'5"11 36'4" 36'6" 36'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.254 D 999 360 VERT(LL): O 1700 /72 /712 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.608 D 954 240 I 1488 /72 /601 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.193 J - - 0 Min Brg Width Req= 2.4 Mean Height:22.66 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.978 Bearing 0 is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.946 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.862 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 458 -338 E-F 630 -2850 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 638-2754 F-G 75 -183 Lumber C-D 642-2765 G-H 4 0 D-E 642-2765 Top chord 2x4 HF#2:T1 2x4 DF-L#2: Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-O 362 -338 L-K 2461 484 member. O-N 2579 -598 K-J 2664 -589 N-M 2411 -493 J-I 0 0 Loading M-L 2461 -484 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. O-B 877-3257 M-E 532 -58 Purlins B-N 202 -182 E-K 420 -30 N-C 352 -10 K-F 223 -177 In lieu of structural panels use purlins to brace all flat C-M 577 -80 F-J 640 -2823 TC @ 24"OC. D-M 103 -543 G-J 109 -204 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted 00herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, TRUSS z3: v,. as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to RI,•'."coof4PbNEivr drawings 160A-Z for standard plate positions. "" Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.comiTPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284856/T21/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 2 FROM:IKE DRW: Truss Label: A4 Wgt:0.0 lbs ... / ... 05/25/18 I 15'11"4 I 22'6"12 I 36'6" I 15'11"4 6'7"8 13'11"4 I 7' I 12'10"8 I 15'11"4 I 22'6"12 257'8 31'6" 36'4" 3§'6" I 7' 5'10"8 3'0"12 6'7"8 3'0"12 5'10"8 4'10" Dm5X7I DT-1"9 I =E7 T4 12 w3X5C Fw3X5 05X58 fa) G 5X5 I. s l ) — ly \i 1111.5X4 T =3X5 Al A ta) (a) 1 03X70 = = P O N M 82 _L m4XSKJ =3X5 -3X7 4X5 =3X5 3X5 I---2' 1 A 2 212 I 7'9"9 I 5'1015 I 6'7"8 I 5'1015 I 710"5 2'2"12 10'0"5 15'11"4 22'6"12 28'5"11 36'4" 39'8" I 36'6" 36'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL: 0.247 M 999 360 Enclosure:Closed ( ) 1759 /75 /708 /- / /5.5 J BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.551 M 999 240 1573 /75 /602 /- /-- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.085 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.99 ft HORZ(TL): 0.189 K - - Q Min Brg Width Req= 2.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= -Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.880 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.950 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.884 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 344 -348 E-F 606 -2508 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 641 -2917 F-G 646 -3024 Lumber C-D 619-2473 G-H 76 -191 Top chord 2x4 HF#2 D-E 612-2302 H-I 3 0 Bot chord 2x4 HF#2:B2 2x4 DF-L#1&Bet.: Webs 2x4 HF Std/Stud:W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-Q 371 -256 N-M 2314 424 member. Q-P 2763 -582 M-L 2639 -510 P-O 2573 -517 L-K 2851 -591 Loading O-N 2314 -424 K-J 0 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. Q-B 893-3343 E-M 560 -79 Purlins B-P 170 -101 M-F 150 -538 P-C 202 -1 F-L 281 -34 In lieu of structural panels use purlins to brace all flat C-O 134 -453 L-G 202 -75 TC @ 24"OC. O-D 524 -58 G-K 627 -3022 Wind O-E 197 -228 H-K 113 -199 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anr7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq tnsialled per BCSI sections B3,67 or B10, TRUSS .iL.. - as applicable. Applplates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to I"L ' warn—nil" drawings 160A-Z for standard plate positions. ?!!.r.'-'^.`.' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIf P1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinsl.oro-SBCA:www.sbcindustrv.conr,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284677/T31/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 2 FROM:IKE DRW: Truss Label: A5 Wgt:0.0 lbs ... / ... 05/25/18 17'11"4 20'612 36'6" I17'11"4 I 2'7"8 I 15'11"4 7' I 1210"8 I 17'11"4 I 20'6"121 2578 I 315" I 36'4" 366' 7' 5'10"8 5'0"12 2'7"8 5'0'•12 5'10"8 4'10" 1� T I 1p2Ai9_ 5 12 C 7� 4 w3X5C F.3X5 in io ae4X8B G.5X5 I _ _ .3X5(A1) ' (a) �'�l 111.5X4 Ink T r L �3X7q P G INr M `lB2, L m4X8KJ =3X5 -3X5 =3X5=3X7 v a3X5 2 1 34'6" 1 2712 I 7'8"8 I T10••15 I 27.8 I 7'10"15 I 7'10••5 W2'2"12 10'0"5 17'11"4 20'6"12 28'511 36'4" 305" 36'6" 36'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.284 0 999 360 VERT(LL): Q 1819 /80 /703 /- /62 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.613 0 917 240 J 1631 /79 /604 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.102 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.221 K - - 0 Min Brg Width Req= 2.6 NCBCLL: 10.00 Mean Height.23.32 ft Code/Misc Criteria CreepFactor:2.0 K Min BrgWidth TCDL:4.2 psf Req Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.682 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.952 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.931 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 363 -334 E-F 587 -2566 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 639-3173 F-G 666 -3282 Lumber C-D 590-2574 G-H 80 -191 Top chord 2x4 HF#2 D-E 574-2358 H-I 3 0 Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A Q 360 -274 N-M 2354 399 member. Q-P 2935 -575 M-L 2906 -521 P-O 2841 -528 L-K 3033 -605 Loading O-N 2354 -399 K-J 0 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. Q-B 904-3520 E-M 541 111 Purlins B-P 177 -8 M-F 183 -709 P-C 254 0 F-L 321 -13 In lieu of structural panels use purlins to brace all flat C-O 167 -618 L-G 195 0 TC@24"OC. O-D 531 -78 G-K 639 -3217 Wind D-M 209 -195 H-K 116 -187 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handl!n shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building I Component Safety Information,by TPI?no SOCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracincLinstalled per BCSI sections B3,B7 or B10 TRUSS Via?•__ as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to'Refer - ''ib1 NE drawings 160A-Z for standard plate positions. Krrler:l' 7+*• Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.corm TPI:www.tpinst.orgi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284659/T33/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 2 FROM:IKE DRW: Truss Label: A6 Wgt:0.0 lbs ... / ... 05/25/18 I 19'3" I 366 I 19'3" 173" I 7' 1Z10"8 I 19'3" 257"8 I 31'6" I 364" 33;6" 7' 5'1178 64"8 64"8 51018 4'10" Dm5X5 I 12 4p ;5X5*�� B.3X5 ;5X5� .5X5B G H 11.5X4 �3X5(A1)A (a) NOP':.. ,0 T a , — - r _ 04X50 N M L B2 K m4X8J 1 3X5 =3X7=4X5 =3X5 I—2' 1 34'6" 1 2'212 7'9"9 9711 9'2'11 7'10"5 it 2'2'121 10'75 1 19'3" 1 28.5••11 - 36'4" 36'6.• I 366" I 36'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.230 M 999 360 O 1647 /83 /699 /- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.550 M 999 240 I 1446 /81 /605 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.194 J - - 0 Min Brg Width Req= 2.3 Mean Height:23.54 ft J Min BrgWidth Req 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 = - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.714 Bearing 0 is a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.928 Spacing:24.0" C&C Dist a:3.65 ft Rep Factors Used:Yes Max Web CSI: 0.831 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 374 -328 E-F 682 -2845 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 640-2750 F-G 81 -181 Lumber C-D 562-2137 G-H 3 0 Top chord 2x4 HF#2 D-E 580-2138 Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud:W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-O 354 -285 L-K 2522 526 member. O-N 2528 -574 K-J 2613 -617 N-M 2456 -533 J-I 0 0 Loading M-L 2522 -526 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. O-B 916-3141 M-E 209 -726 Wind B-N 183 0 E-K 331 -7 N-C 278 0 K-F 193 0 Wind loads based on MWFRS with additional C&C C-M 195 -654 F-J 652 -2764 member design. D-M 890 -147 G-J 116 -188 Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRUSS •=1C:. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. rtefer to Nl' ' `Oia ntavr`8` drawings 160A-Z for standard plate positions. er"'"'r". *' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.comiTPl:www.tpinst.oroi SECA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:2 SEQN:284787/T7/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: A7 Wgt:0.0 lbs ... / ... 05/25/18 5 s 2 Complete Trusses Required 16'3" I 24'6"12 30'6"12 1 38'6"I 1 16'3" 8'3"12 6' 7'11"4 I 5' 8'S" I 16'3" 24'6"12 30'6"12 33'6" 38'6" 5' 3'S" T10" 8'312 I 6' II I 5' C=5X5 I12 4 12 w3XSC EeS two F 7 1 - 33X58 s 'X8 r �3X5(A1) -3X5(A1) il A ill - (a) '� 1 3 40 N M L K B2 .1 C3X7P11 =3X5 =3X12 =5X7 =3X5 1!4X8 r-2' A 34'6" 1 2' F 2'2'12,6 '2"4 I 7'10" 8'3"12 I 6' I 5'8"8 I 2'2"121 2'2'12 8'S" 16'3" 24'6"12 30'6"12 36'3"4 306' 306" I 38'5' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.273 E 999 360 VERT(LL): O 2076 /122 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.657 E 880 240 I 3819 /277 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL): 0.129 D - - 0 Min Brg Width Req= 1.5 Mean Height:23.04 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.7 srigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.629 Bearings 0&I are a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.679 Spacing:24.0" C&C Dist a:3.85 ft Rep Factors Used:Yes Max Web CSI: 0.724 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 96 -61 E-F 282 -4126 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 114-1920 F-G 296 -3973 Lumber C-D 124-1851 G-H 88 -169 D-E 125-1860 Top chord 2x4 HF#2:T3 2x4 DF-L#2: Bot chord 2x6 DF-L#2:B2 2x6 DF-L SS: Webs 2x4 HF Std/Stud:W4,W6 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) :W8 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing A-O 48 -82 L-K 4126 -282 (a)Continuous lateral restraint equally spaced on O-N 1489 -103 K-J 3682 272 member. N-M 1821 -110 J-I 3024 -240 M-L 4126 -282 I-H 151 -75 Nailnote Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. O-B 149-1755 E-K 139 -278 Use equal spacing between rows and stagger nails B-N 359 -3 K-F 844 -61 in each row to avoid splitting. N-C 49 -134 F-J 927 -68 C-M 33 -181 J-G 880 -45 Special Loads D-M 882 -5 G-I 294 -3412 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-E 181 -2516 TC-From 65 plf at 0.00 to 65 plf at 16.25 TC-From 65 plf at 16.25 to 65 plf at 24.56 TC-From 65 plf at 24.56 to 65 plf at 30.56 TC-From 65 plf at 30.56 to 65 plf at 38.50 BC-From 20 plf at 0.00 to 20 plf at 38.50 BC-2600 lb Conc.Load at 30.55 Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, L$S -"._a:e;-.- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to t t.-.-ebrarotaii r' drawings 160A-Z for standard plate positions. 1 +•'*^* Alpine,a division of ITN/Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professrdnai engineering responsibility solely for the design shown. The suitability and use of this r7awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.oro:SBCA:www.sbcindustrv.com;ICC:www.iccsafe.or5 Job Number:0518187 Ply:1 SEQN:284748/T12/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: A8 Wgt:0.0 lbs ... / ... 05/25/18 I 16'3" I 22'6"12 I 28'6"12 I 38'6" I 16'3" 6'3"12 6' 9'11"4 I 161" I 22'6"12 I 28'6"12 I 331" I 381" I T10" 6712 6' 4.8"4 5'3'• ==6X6 T12 4 pp I =5X5 Ti -------------------- ..... 0T"1..9 I E 34X,28 r F�3X7 3X5(A1)A (a) bi n. I 1 i i ... (a) G=3X5(A1) 1 33X7N • M L K' J (B-�2� I 4X5H 1111.5X4 m3X10 .H0308 =4X5 ` =3X5 1`2' A 34'6" A 2'H 2'2"12I 1 8'2"4 I 710" I 6'3"12 6' I 7.8"8 I 2'2"12, 2'2"12 8'5" 16'3" 22'6"12 28'6•'12 36'3"4 38'6" 38.6'• 38'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL: 0.354 D 999 360 Enclosure:Closed ( ) N 1816 /66 /697 /- /55 /5.5 BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.767 D 728 240 H 1819 /66 /701 /- /- 15.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.106 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.04 ft HORZ(TL): 0.230 H - - N Min Brg Width Req= 2.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.6 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.979 Bearings N&H are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.832 Spacing:24.0" C&C Dist a:3.85 ft Rep Factors Used:Yes Max Web CSI: 0.910 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 398 -292 D-E 987 -3863 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 B-C 698-2834 E-F 710 -2922 Lumber C-D 713-2790 F-G 470 -320 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: Bot chord 2x4 HF#1&Bet.:B2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W1 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. :W3 2x4 HF#2::W10 2x4 DF-L Std/Stud: A-N 327 -291 K-J 3863 -856 Bracing N-M 3154 -623 J-I 2716 -582 (a)Continuous lateral restraint equally spaced on M-L 3156 -622 I-H 2346 575 member. L-K 38F3 -856 H-G 337 -374 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section N-B 931 -3708 D-J 222 -523 301.5. B-M 276 0 J-E 1307 -372 Truss designed for unbalanced snow loads. B-L 142 -623 E-I 130 -54 Purlins C-L 1051 -191 I-F 525 -39 L-D 424-1553 F-H 909 -3164 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind *"'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, fRtl.S$ :Yl75..:a_ as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hl.':`f____ONEn.: drawings 160A-Z for standard plate positions. ;?�!•!•.. 7..: Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this r7awing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI:www.tpinst.oroi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284751/T24/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: A9 Wgt:0.0 lbs ... / ... 05/25/18 ' 16'3" , 20'6"12II 26'612 I 38'6" 16'3" 4'3"12 6' 11'11"4 I 16'3" , 20'6"12 I 26'6"12 I 301" I 38'6" 8'S" 7'10" 4'3"12 6' 3'6"4 8'5" T C=5X7 1 4 12 fiiii 0 D_5 mom sE 5 deof....................... �-'' T 4X12 B F$4X12 L3X5(A1)AG3X5(A1)of e 03X70 N M L X5 , I �3X7H 1111.5X4 =3X10 =4X8 =3X5 1111.5X4 2' j 34'6" j 2'—I 22"12, 6'2"4 I T10" I 4'3"12 I 6' 3'6"4 6'2"4 I 2'2"121 2'2"12 8'5" 16'3" 20'6"12 26'6"12 30'1" 36'3"4 38'6" 38'6" 38'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.302 D 999 360 0 1796 /65 /699 /- /55 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.653 D 855 240 H 1840 /66 /702 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.097 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.04 ft HORZ(TL): 0.211 H - - 0 Min Brg Width Req= 2.6 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.7 srigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.954 Bearings 0&H are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.807 Spacing:24.0" C&C Dist a:3.85 ft Rep Factors Used:Yes Max Web CSI: 0.842 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 399 -289 D-E 865 -3288 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 707-2766 E-F 735 -2865 Lumber C-D 723-2688 F-G 529 -307 Top chord 2x4 HF#1&Bet.:T2,T3 2x4 HF#2: Bot chord 2x4 HF#1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W1,W11 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. :W3 2x4 HF#2: A-O 324 -292 K-J 2633 -563 Bracing O-N 3118 -634 J-I 2830 -637 (a)Continuous lateral restraint equally spaced on N-M 3119 -633 I-H 2829 638 member. M-L 3288 -713 H-G 342 -391 L-K 3288 -713 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. O-B 942-3670 K-E 785 -246 Truss designed for unbalanced snow loads. B-N 283 0 E-J 319 36 PurlinsB-M 146 -656 J-F 94 -283 C-M 1113 -238 I-F 148 0 In lieu of structural panels use purlins to brace all flat M-D 348-1182 F-H 937 -3542 TC@24"OC. D-K 180 -354 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installinand bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,b TPI andSBCA)fg.safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingoinstalled per BCSI sections 03,B7 or 010, TRM$ 1:L%.-_. as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. 4�efer to f`E`' 'i____Or�mr drawings 160A-Z for standard plate positions. ..f.7._''• Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPl:www.ipinst.oro;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284753/T11/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: 1 Truss Label: A10 Wgt:0.0 lbs ... / ... 05/25/18 i 16'3" 18'6"12I1 24'6"12 I 36'6" 16'3" 2'3"12 6' 11'11"4 I 16'3" I 18'6"12I 24'6"12 I 30'1" 36'4"36'4" 3;,6" 7'10" 2'3'12 6' 5'6"4 C. T 12 5X7 0.6Xcl DT-1"9 I =EXS T1 42 T O4X12>B P�3X5 T4 G z5X ) 1:1- II f� — -��.- 1 53X70 P O N M L K JI 1111.5X4 =4X8 Job Number:0518187 Ply:1 SEQN:284789/T13/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: B Wgt:0.0 lbs ... / ... 05/25/18 7'114I F _ 24'6"12 1 32'6" 1 T11"4 16'7"8 7'11"4 5' 7'11"4 12'0"4 16'3" 20'5"12 24'6"12 27'6" 32'6" I 5' 1 2,11"4 I 4'1" 1 4,2"12 4,2"12 1 4'1" 1 211"4 I 5' I 12 4 _C`pT81"7 I p 5 1111..5X4 T2 m =-F 5 =66X8 T 0.3X108 ~ 6 m m a. ¢ W1� H�3X10 i� X5(A1 ' yr_ �� W4 �� �\ r, -3X5(A1) _30Q P O N M L K \3 J =3X5 =4X8 .3X7.H0508 =4X8 =3X5 I-2' 1 28'6" 1 2'-.I 2712 53"8 4'1" 4'2"124'2"12 4'1" 5'8"8 2'2"12 I 2'2"12 7'11"4 1 12'0"4 163" 1 20'5"12 1 24'6"12 1 30 '3"4 1 32'6" 1 32'6" I 32'6" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.365 E 921 360 Q 2425 /249 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.882 E 540 240 J 2425 /249 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.071 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.66 ft HORZ(TL): 0.173 C - - Q Min Brg Width Req= 2.2 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.2 a are J&Q s rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.973 Bearings 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.711 Spacing:24.0" C&C Dist a:3.25 ft Rep Factors Used:Yes Max Web CSI: 0.991 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 235 -127 E-F 777 -6925 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 512-4617 F-G 700 -6236 Lumber C-D 700-6234 G-H 512 -4616 Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: D-E 777-6925 H-I 235 128 Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud:W1,W13 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) :W4,W10 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Special Loads A-Q 103 -186 M-L 6305 -710 ----(Lumber Dur.Fec.=1.15/Plate Dur.Fac.=1.15) Q-P 3601 -425 L-K 4359 480 TC-From 65 plf at 0.00 to 65 plf at 7.94 P-O 4360 -480 K-J 3600 425 TC-From 32 Of at 7.94 to 32 plf at 24.56 O-N 6303 -710 J-I 104 -186 TC-From 65 plf at 24.56 to 65 plf at 32.50 N-M 6305 -710 BC-From 20 plf at 0.00 to 20 plf at 7.95 BC-From 10 plf at 7.95 to 10 plf at 24.55 Maximum Web Forces Per Ply(lbs) BC-From 20 plf at 24.55 to 20 plf at 32.50 Webs Tens.Comp. Webs Tens. Comp. BC- 464 lb Conc.Load at 7.95,24.55 BC- 227 lb Conc.Load at 10.00,12.00,14.00,16.00 Q-B 542-4218 N-F 742 -78 16.50,18.50,20.50,22.50 B-P 896 -62 F-L 88 -610 Loading P-C 126 -94 L-G 2256 -261 C-O 2254 -261 G-K 125 -95 Bottom chord checked for 10.00 psf non-concurrent O-D 88 -611 K-H 896 -62 bottom chord live load applied per IRC-15 section D-N 744 -78 H-J 542 -4217 301.5. E-N 32 -219 Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind *"'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building ?rid Safety Information,by TPI aSBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 810, TRUS$ :1L' as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ♦defer to 1'R 't Nt o`Een drawings 160A-Z for standard plate positions. `" x -'."'-�' Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPl:www.tpinst.orcL SBCA:www.sbcindustrv.corm ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284716/T16/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT EQty: 1 FROM:IKE DRW: Truss Label: B1 Wgt:0.0 lbs ... / ... 05/25/18 9'11"4I 22'6"12 I 32'6" 9'11"4 12'7"8 9'11"4 711"416'3" 22'6"12 27'3" 32'6" - I' S,3.. I 4'6"4 I 6'3"12 I 6'3"12 I 4'6'4 I 5,3„ '-I 4 12 C15X51"9 I 1111..5X4 m E 5 T 5 m m m m 0.4X56 in F"-424X5X5 "n 3X5(A1)A 0 . r - �3X5(A1) 1 s • til • I*IM L K J I .4.4H 0.3X5 3X5 =3X10 3X5 =3X5 H2' 1 276" 1 2'—I 2'2"12I 7'8"8 6'3"12 I 6'3"12 I 7'8"8 I 2,2"12 2'2"12 9'11"4 16'3" 22612 30'3"4 32'6" 326" I I 326" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.189 D 999 360 M 1377 /71 /600 /- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.480 D 999 240 H 1377 /71 /600 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.054 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.99 ft HORZ(TL): 0.130 H - - M Min Brg Width Req= 1.9 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.9 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.782 Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.604 Spacing:24.0" C&C Dist a:3.25 ft Rep Factors Used:Yes Max Web CSI: 0.846 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 456 -315 D-E 550 -2710 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 480-2163 E-F 480 -2163 Lumber C-D 550-2710 F-G 456 -315 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading A-M 331 -363 J-I 2013 -366 M-L 1724 -405 I-H 1724 -405 Bottom chord checked for 10.00 psf non-concurrent L-K 2013 -365 H-G 331 -363 bottom chord live load applied per IRC-15 section K-J 2013 -366 301.5. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat M-B 681 -2325 K-E 823 -158 TC@24"OC. B-L 492 0 E-I 171 -41 Wind L-C 171 -41 I-F 492 0 C-K 823 -158 F-H 681 -2325 Wind loads based on MWFRS with additional C&C D-K 147 -635 member design. Left and right cantilevers are exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, Tai =1t!'''- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 4�efer to I`I`' drawings 160A-Z for standard plate positions. "...n.' Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI)TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.comiTP1:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284714/T9/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: B2 Wgt:0.0 lbs ... / ... 05/25/18 11'11"4I 20'6"12 I 30'6' I11'11"4 8'7"8 9'11"4 )' , 11'11"4 I 16'3" I 20'6"12 I 24'1" I 30'6" 8'5" 3'6"4 4'3"12 4'3"12 3'6"4 6'S" C19X51„9 I 1111..5X4 .4X5 T ,2 m m m 4 p 5X5 T1 B/ FIN 1.5X4 :1' I V (a) G zi 4X8 I s3X5(Ai)A' - 4/ _T 1 1 M L K J I `H 03 .3X5 =3X7 =3X5 m8X8 III X I--2' 1 28'6” 1 2712 i 674 710" 710" 6'S" 2712 8'S" 16'3" 241" 30'6" 30'6" II 30'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.168 D 999 360 M 1431 /87 /601 /- /40 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.402 D 999 240 H 1200 /83 /495 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.045 H - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.108 H - - M Min BrgWidth Req2.0 Des Ld: 42.00 Mean Height:22.32 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.0 TCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.934 Bearings M&H area rigid surface. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.791 Spacing:24.0" C&C Dist a:3.05 ft Rep Factors Used:Yes Max Web CSI: 0.916 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 545 -299 D-E 523 -2210 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 585-2252 E-F 570 -2319 Lumber C-D 523-2210 F-G 504 -2348 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :W1,W9 2x4 DF-L Std/Stud: A-M 331 -412 K-J 1931 -370 Bracing M-L 2105 -465 J-I 1931 -370 (a)Continuous lateral restraint equally spaced on L-K 1885 -381 I-H 123 39 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-B 714-2695 K-E 440 -67 bottom chord live load applied per IRC-15 section B-L 180 -265 E-I 528 -106 301.5. L-C 490 -104 I-F 187 -465 Truss designed for unbalanced snow loads. C-K 479 -88 I-G 2075 -418 Purlins D-K 115 -455 G-H 305 -1144 In lieu of structural panels use purlins to brace all flat TC©24"OC. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 TRUSS ..•.....11...?.;*,.1.:. as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to h3`•.` rang drawings 160A-Z for standard plate positions. "?.. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M T truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TP1:www.toinst.ora;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284709/T30/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: B3 Wgt:0.0 lbs ... / ... 05/25/18 I 13'11"4 I 18'6"12 I 30'5"4 I 13'11"4 478 11'10"8 88'SS" 1311"4 18'6"2 241" 3034 3Q2 "4I I- I " I I564 478 564 624 C=4X5T -rs I -D5 T12 4 p T1 4X126 3X5 FG4X8 4:11043 O N M L K J I H 011.5X4 3X7 =3X5=3X5 014X8 1113X7 1-2' 1 28'5"4 1 I 27"12 I 6'2"4 I 5'6"4 I 4'7"8 I 5.6"4 I 6'2"4 27"12 13'11"4 18'6"12 241" 3074 30%."4 I 30'5"4 I 30'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 K 999 360 0 1478 /91 /593 /- /46 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.349 K 999 240 H 1305 /87 /498 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.118 G - - 0 Min Brg Width Req= 2.1 Mean Height:22.66 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.848 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.862 Spacing:24.0" C&C Dist a:3.04 ft Rep Factors Used:Yes Max Web CSI: 0.950 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 429 -302 D-E 472 -1991 Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 B-C 483-1983 E-F 502 -2423 Lumber C-D 490-1789 F-G 3 0 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :W1,W9 2x4 DF-L Std/Stud: A-O 333 -309 L-K 1798 -328 Bracing 0-N 2254 -463 K-J 2247 -433 (a)Continuous lateral restraint equally spaced on N-M 2255 -462 J-I 102 32 member. M-L 1798 -328 I-H 0 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section O-B 729-2811 D-K 341 -27 301.5. Truss designed for unbalanced snow loads. B- 31 0 E-E 14 -491 B-M 1 134 -512 E-J 141 -157 Purlins M-C 364 -58 J-F 2150 -410 M-D 172 -186 F-I 316 -1244 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f •safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRIASB •=1:L'-::-`•- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ♦7efer to r±-:'COeaeonenrt drawings 160A-Z for standard plate positions. 4' .'.'°""' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the T truss in conformance with ANSITtPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.ore Job Number:0518187 Ply:1 SEQN:284706/T37/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT EQty: 1 FROM:IKE DRW: Truss Label: B4 Wgt:0.0 lbs ... / ... 05/25/18 I 156"9 116'11"7 30'5"4 I 15'6'9 1'4"141 135"13 15'6'9 06'4' 24'1" 30'3"4 3q'"4 I 6.6,. I 7.1..9 1571 7'10" I 6'7'4 z, =H0510 C �C� 12 4 p 84X12 B D 3X5 o E Fe 3X10 .3X5(A1)A /��1 �r H I � = = ■tea. 1 83 M L K J I HG 111.5X4 .3X7 -3X5 114X8 113X7 E—2 A 28'5'4 1 I 2'2"12 1 6,2,•4 1 15,8„ I 674 2r1 2'2"12 8'5" 24'1" 30'3"4 30'5"4 I 30'5"4 I 30'5"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.134 K 999 360 M 1385 /85 /580 /- /52 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.321 K 999 240 G 1195 /81 /492 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.049 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.117 F - - M Min Brg Width Req= 1.9 Mean Height:22.92 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.913 Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.720 Spacing:24.0" C&C Dist a:3.04 ft Rep Factors Used:Yes Max Web CSI: 0.908 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 431 -297 D-E 493 -2275 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 B-C 416-1773 E-F 3 0 Lumber C-D 430-1767 Top chord 2x4 DF-L#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :W1,W7 2x4 DF-L Std/Stud::W3,W5 2x4 HF#2: A-M 329 -322 J-I 2120 -423 Bracing M-L 2112 -446 I-H 71 -26 (a)Continuous lateral restraint equally spaced on L-K 2114 -445 H-G 0 0 member. K-J 2120 -423 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section M-B 721 -2678 K-D 178 -632 301.5. B-L 271 0 D-I 169 -123 Truss designed for unbalanced snow loads. B-K 185 -622 I-E 2055 -400 Wind K-C 559 -63 E-H 310 -1139 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 1L.: attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp_�installed per BCSI sections B3,B7 or B10, M. 'i 8PO1UEP., as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 12efer to N...1 5 immix .-TS drawings 160A-Z for standard plate positions. — ---•- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sdes:ALPINE: www.alpineitw.com,TPL:www.tpinst.orq;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284701/T42/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: B5 Wgt:0.0 lbs ... / ... 05/25/18 I 16'3" I 30'5"4 I 16'3" 147'4 I 162" 24'1" I 30,3"4 3 "4 710" 7'10" 6'7'4 7' C, 5X5(R1) 4 12 ag3X12B D w3X5 II / 11 ,l F�3X10 I 03M L K J I HG 111.5X4 =3X7 =3X5 p4X8 113X7 I--2' A 287"4 A I 2212 I 6' 2"4 I 7'10" 7'10" I 674 2'2"12 8'5' 16,3„ 241" 307„4 31("4 30'5"4 I 30'5"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.144 K 999 360 M 1385 /96 /585 /- /54 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.345 K 999 240 G 1195 /91 /500 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.049 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.04 ft HORZ(TL): 0.117 H - - M Min Brg Width Req= 1.9 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= -Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.964 Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.727 Spacing:24.0" C&C Dist a:3.04 ft Rep Factors Used:Yes Max Web CSI: 0.906 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 410 -281 D-E 530 -2276 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 451 -1755 E-F 3 0 Lumber C-D 468-1749 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :W1,W7 2x4 DF-L Std/Stud::W3,W5 2x4 HF#2: A-M 314 -303 J-I 2121 -458 Bracing M-L 2112 -469 I-H 77 -31 (a)Continuous lateral restraint equally spaced on L-K 2113 -468 H-G 0 0 member. K-J 2121 -458 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section M-B 742-2656 K-D 168 -654 301.5. B-L 271 0 D-I 171 -122 Truss designed for unbalanced snow loads. B-K 175 -643 I-E 2050 -421 Wind C-K 571 -61 E-H 326 -1139 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for rpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 rause i%i'i- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to t t`-.� sPotrla^rr drawings 160A-Z for standard plate positions. ' ...'.-'..." Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com:TPI:www.ipinsl.org;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284792/T2/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: C Wgt:0.0 lbs ... / ... 05/25/18 7'11"4I 12'0"12 I 17'1x'4 7'1x'4 4'x'8 510"8 5'II 7'1x'4 I 12'0'12 I 17.114 5' 2'11"4 4'1"8 5'10"8 12 C=4xsI DT-1"7,�1 =44X5 T 4 r7=- 04X5 04X5 B E,,x5 i'v2X4(A1 F ll4X12("`) 1 A - 1110 - - _ ° I H G a3 5 3X5 =3X5 )--2' 1 15'11"4 1 72"12 5'8"8I 4'1"8 I 5'10"8 2'2°12 7114 12'0"12 1711"4 1x114 17'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.081 G 999 360 I 1363 /141 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.200 G 999 240 F 1169 /125 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.082 E - - I Min Brg Width Req= 1.5 Mean Height:21.66 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.395 Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.672 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.743 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 255 -77 D-E 270 -2295 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 257-2258 E-F 282 -2345 Lumber C-D 246-2122 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' A-I 60 -198 H-G 2064 -231 Special Loads I-H 1848 -239 G-F 2126 -247 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at 0.00 to 65 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC-From 32 plf at 7.94 to 32 plf at 12.06 Webs Tens.Comp. Webs Tens. Comp. TC-From 65 plf at 12.06 to 65 plf at 17.94 BC-From 20 plf at 0.00 to 20 plf at 7.95 I-B 347-2276 C-G 92 -18 BC-From 10 plf at 7.95 to 10 plf at 12.05 B-H 394 -42 D-G 585 -18 BC-From 20 plf at 12.05 to 20 plf at 17.94 H-C 493 -35 BC- 464 lb Conc.Load at 7.95,12.05 BC- 227 lb Conc.Load at 10.00 Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or 610, TRUSS •1:0-•- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to tsl` "'Z`BtgpOr Er drawings 160A-Z for standard plate positions. ''.?n! !'.'_'n. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professt6nai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com,TPI:www.tpinstorg.SBCA:www.sbcindustrv_com:ICC:www.iccsafe.org, Job Number:0518187 Ply:1 SEQN:284833/T8/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT EQty: 1 FROM:IKE DRW: Truss Label: Cl Wgt:0.0 lbs ... / ... 05/25/18 I 711"4 8'01"'I1210'0"12 I 16'0"12 I 22' 7'11"4 1'$ 2' 6' 5'11"4 T11"4101712 I I 16'0"12 I 22' 7'114 2'1'8 6' 5'11"4 12 C T 4 4X5 .W. IISr1TT Dd'lX121..9 I T� -EX7 T B N III A �3Xi \X7 1118`X10(ES) T � TN _ ■ - W K J I H l'' L =5X5 =3X5 =5X5 lll3X10 I 10'0"12 6' 5114 • 10'0"12 I 16'0^12 -I 22' I 22' 22' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.197 J 999 360 Enclosure:Closed L 1284 /115 /- /- /- /5.5 BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.468 J 793 240 L 1882 /190 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.32 ft HORZ(TL): 0.125 F - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 2.0 TCDL:6.0 psf s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.951 Bearings A&L are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.943 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 310-2605 D-E 330 -3470 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 250-2553 E-F 420 -4041 Lumber C-D 238-2580 F-G 433 -4095 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' A-K 2354 -223 I-H 3695 -385 K-J 3470 -330 H-G 3768 -390 Special Loads J-I 3695 -385 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at 0.00 to 65 plf at 8.00 Maximum Web Forces Per Ply(lbs) TC-From 65 plf at 8.00 to 65 plf at 10.06 Webs Tens.Comp. Webs Tens. Comp. TC-From 65 plf at 10.06 to 65 plf at 16.06 TC-From 65 plf at 16.06 to 65 plf at 22.00 C-K 1397 -52 J-E 389 -244 BC-From 20 plf at 0.00 to 20 plf at 22.00 K-D 177-1753 E-H 1138 -53 BC-1301 lb Conc.Load at 16.05 D-J 276 -122 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f •safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,67 or B10, YIRUS$ :1>t?"-I- as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to NI', ____rrneanir? drawings 160A-Z for standard plate positions. _ i+a_+_+_ _._*_" Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:www.tpinst.ora SBCA:www.sbcindustrv.conK ICC:www.iccsafe.orq Job Number:0518187 Ply:3 SEQN:284849/T20/SPEC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: C2 Wgt:0.0 lbs ... / ... 05/25/18 I < < s 3 Complete Trusses Required 8' I 91012 I 15'10••12 I 22' 8' 1'10••12 6' 6.1'•4 4' 8' 9'10"12 12'1012 15'10"12 18' 22' I a' I 4' I ,•10,,12 I 3. I 3' I 1',,,4 I 4' I 12 D 1115X7 4 ❑7�� T1111.X46;) =8X8 T .440r/� E#C:OG,2 F G 83X5C H a3X5 i3X7Bfiii- .1\ I 3X7=8X10(El) '1'o 1.111.-- I 0 P O N M L K IlkR 1113X5 1118X8 1113X5 =H0612=4X12("7 =4X8 1111.5X4 4' 4' 1'10"12 3' 3' 2'1"4 4' 1 4' 8' I 9.10••12 I 12'10'•12 151012 I 8' I 22' A I 22' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.254 0 999 360 A 9545 /580 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.592 0 624 240 R 10102/722 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.33 ft HORZ(TL): 0.089 C - - A Min Brg Width Req= 3.4 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 3.6 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.614 Bearings A&R are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.672 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.956 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 370-6033 F-G 449 -7272 Wind Duration:1.60 WAVE,18SS,HS VIEW Ver:16.01.000.0327.16 B-C 366-6015 G-H 384 -6098 Lumber Plating Notes C-D 354-5714 H-I 389 -5954 Top chord 2x4 DF-L#2:T3 2x6 DF-L#2: (**)1 plate(s)require special positioning.Refer to E-E 3579 4 -7272 I-J 393 -5971 Bot chord 2x8 DF-L SS scaled plate plot details for special positioning E-F 4499-7272 Webs 2x4 HF Std/Stud:W3 2x4 HF#2: requirements. :W4 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' Purlins Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' In lieu of structural panels use purlins to brace all flat TC @ 24"OC. A-Q 5660 -344 N-M 7189 -442 Nailnote Q-P 5585 -341 M-L 5823 -365 Nail Schedule:0.131"x3",min.nails P-0 7211 -443 L-K 5542 -362 Top Chord:1 Row @12.00"o.c. 0-N 7189 -442 K-J 5617 -368 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Repeat nailing as each layer is applied.Use equal Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. Q-C 412 -35 F-M 44 -433 4"o.c.spacing of nails perpendicular and parallel to C-P 10 -181 M-G 1875 -108 grain required in area over bearings greater than 4" D-P 3741 -215 G-L 516 -30 Special Loads P-E 181 -2942 L-H 510 -10 O-E 368 -13 H-K 125 -54 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) E-M 104 -8 TC-From 65 plf at 0.00 to 65 plf at 8.00 TC-From 65 plf at 8.00 to 65 plf at 9.90 TC-From 65 plf at 9.90 to 65 plf at 15.90 TC-From 65 plf at 15.90 to 65 plf at 22.00 BC-From 10 plf at 0.00 to 10 plf at 22.00 BC-1624 lb Conc.Load at 1.50 BC-1573 lb Conc.Load at 3.50,12.50 BC-1631 lb Conc.Load at 5.50,10.50 BC-1446 lb Conc.Load at 7.50,8.50,16.50,18.50 BC-1488 lb Conc.Load at 14.50 BC-2698 lb Conc.Load at 20.43 Wind Wind loads and reactions based on MWFRS. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, TRUSB :3:1 .- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to I`I,'.' tOPONEN� drawings 160A-Z for standard plate positions. "*�"""" Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ~ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For.more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinstorg,SBCA:www.sbcindustry.comt ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284803/T48/HIPM BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: D Wgt:0.0 lbs ... / ... 05/25/18 7'11"4 23' 711"4 I 15'0"12 5' _, 7'11"4 I 12'9"1 _I 17'8"11 I 22'10" P. 5' 2'11"4 4'9"13 4'11'9 5'1"5 1 12 C46-.1"7 .3X5 1111 EX4 T 4 f7 ----- ` I =3X10 O4XSB �-0 T IIN 1 IN M L K J I H 1 I 03X5 .4X5 -4X5=4X5 .4X12 1113X5 -2' 1 21' A 2'2"12I 5'8"8 4'9"13 I 4'11"9 I 5'1..5 ' 2'2"12 7'11"4 12'9"1 17'8"11 22'10" �' 23' 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.146 K 999 360 N 1634 /99 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.353 K 996 240 H 1233 /61 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.032 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.078 C - - N Min Brg Width Req= 2.3 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= - rigid surface. Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.492 Bearing N is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.812 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.924 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 275 -54 D-E 122 -2110 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 232-2843 E-F 122 -2110 Lumber C-D 247-3241 F-G 0 0 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W8 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads A-N 42 -212 K-J 3202 -245 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) N-M 2270 -202 J-I 13 1 TC-From 65 plf at 0.00 to 65 plf at 7.94 M-L 2634 -211 I-H 0 0 TC-From 32 plf at 7.94 to 32 plf at 13.44 L-K 2634 -211 TC-From 65 plf at 13.44 to 65 plf at 23.00 BC-From 20 plf at 0.00 to 20 plf at 7.95 Maximum Web Forces Per Ply(lbs) BC-From 10 plf at 7.95 to 10 plf at 13.44 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 13.44 to 20 plf at 23.00 BC- 464 lb Conc.Load at 7.95 N-B 283-2830 D-J 138 -1295 BC- 227 lb Conc.Load at 10.00,12.00,13.44 B-M 504 -14 J-E 68 -363 Loading M-C 399 -26 J-F 2332 -135 C-K 708 -41 F-I 86 -1171 Bottom chord checked for 10.00 psf non-concurrent K-D 415 -104 bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 03,B7 or 010, 11111101_-<:110,:... as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to h1--.'jt PON-Wry drawings 160A-Z for standard plate positions. _ _ ►Y+r_:_+_.�_*_-+_*_• Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIf Pl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this arawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orcK SBCA:www.sbcindustnr.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284807/T45/HIPM BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: D1 Wgt:0.0 lbs ... / ... 05/25/18 9'11"4 23' II 9'11"4 I 13'0"12 I5'3" I 9'11"4 I 18'2"14 I 22'10" 3' 5'3" 4'8"4 6'3"10 672 11 4X5 4 1��g,m I ,Q, RIII Ia ,, ,m ,a, '4X5 E F T 03X58 � T //moi • _ _ =2X4(A1) 1 1I A III —YI IdkIL K J 1 NG or 3X5 3X5 =3X5 =3X12 III3X5 1—2' 1 21' 1 2712 I 7'8"8 I 6,3"10672 6,7"2 II 2'2"12 9'11"4 18'2"14 22'10" 3' I 23' I 23' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.068 D 999 360 L 1114 /- /514 /- /54 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.163 D 999 240 G 877 /5 /366 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.045 H - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= -Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.581 Bearing Lisa rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.507 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.729 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 366 -315 D-E 273 -1303 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 320-1420 E-F 0 0 Lumber C-D 274-1305 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading A-L 331 -284 J-I 1294 -337 L-K 1273 -416 I-H 18 -3 Bottom chord checked for 10.00 psf non-concurrent K-J 1294 -337 H-G 0 0 bottom chord live load applied per IRC-15 section 301.5. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins L-B 528-1811 D-I 155 -491 In lieu of structural panels use purlins to brace all flat B-K 178 0 I-E 1430 -301 TC@24"OC. K-C 215 0 E-H 192 -816 Wind C-I 72 -53 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anr7 SBCA)fg. safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o{herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TIIU$S -1t' i- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to NI,-.`e ElIPOrdiNI drawings 160A-Z for standard plate positions. .e.""." Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the T truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orgi SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284809/T47/HIPM BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: D2 Wgt:0.0 lbs ... / ... 05/25/18 11'11"4 1 11'11"4 I 11 0312 I I 8'5• 1 1111•'4 1 17•x•14 1 22'10" 3' 8.5.. 3,6••4 5,3..10 57"2 l C:�1 5-1.9 I I11.5X4 . ® rm „„ ,m =4X5 E F 12 {} �� ofk av 05X58 2X4(A1) — (a) a 1I A 7_ 11L K J I HG 03X5 =3X5 3X5 =-3X10 Il3X5 1'—2' 1 21' 1 2'2"12 674 8'9^14 5.7^2 II I 2'712 I 8'5' I 17'714 I 22'10" 3' I 23 I 23' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.072 K 999 360 L 1098 /- /521 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.173 K 999 240 G 877 /6 /371 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 H - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.048 H - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 H Min BrgWidth Req - TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.920 Bearing Lisa rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.623 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.662 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 444 -283 D-E 214 -983 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 396-1602 E-F 0 0 Lumber C-D 215 -985 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Bracing A-L 315 -340 J-I 11)0 311 (a)Continuous lateral restraint equally spaced on L-K 1496 -413 I-H 8 2 member. K-J 1110 -311 H-G 0 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section L-B 492-1990 I-D 137 -429 301.5. B-K 183 -279 I-E 1187 -259 Truss designed for unbalanced snow loads. K-C 541 -127 E-H 198 -837 Purlins C-I 121 -191 In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safe y nstpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingjnstalled per BCSI sections B3,B7 or B10, 1fRUS8 �I i. - as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to P1'.. 1/3-012P011643 drawings 160A-Z for standard plate positions. _ s..,.,!- Alpine,a division of ITW Buildin.1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUfPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing,indicates acceptance of urofessiona engineeringresponsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com,TPI:www.tpinst.orgi SBCA:www.sbcindustrv.com;_ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284805/T46/HIPM BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: D3 Wgt:0.0 lbs ... / ... 05/25/18 1711"4 23' I 13'11"4 I 9.0.12 I 8'5 13'11"4 18'2'14 22'10" 3 I 8.5.. I 5.6..4 I 4.3..10 I 472 c_l ! r1T 11.5X4 T 75 1 5� m m =3X5 E F T12 412 03X128 �' 1 g2X4(A1) (a) 1 A II ',I� rr Ill L-II n' I L K J I HG 3X5 111.5X4 =3X5 =3X5 =3X10 II3X5 I---2 1 21' 1 2'2"12 6'2'4 5'6"4 4'3"10 472 {{II' I 2212 I 8'S" I 13'11"4 I 18'2'14 I 2210" 23' 23 I 23' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.071 L 999 360 M 1082 /- /526 /- /76 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.171 L 999 240 G 877 /8 /378 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 I - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL): 0.054 I - - M Min Big Width Req= 1.5 Mean Height:15.00 ft H Min Br Width Req 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 9 = - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.930 Bearing M is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.665 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.644 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 417 -294 D-E 170 -710 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 256-1144 E-F 0 0 Lumber C-D 171 -713 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Bracing A-M 326 -312 J-I 989 -270 (a)Continuous lateral restraint equally spaced on M-L 1495 -421 I-H 0 0 member. L-K 1496 -420 H-G 0 0 K-J 1496 -420 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. M-B 491 -1936 C-I 147 -417 Truss designed for unbalanced snow loads. B-L 225 0 D-I 109 -344 Purlins B-J 166 -550 I-E 1001 -239 J-C 368 -50 E-H 211 -835 In lieu of structural panels use purlins to brace all flat TC@24"OC. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installinand bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for g.safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq�Inslalled per BCSI sections B3,B7 or B10, TRUSSX/ as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to _I`-.'i et riTnir drawings 160A-Z for standard plate positions. "aP' .'.'""k" Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com,TP1:www.tpinst.orgi SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284812/T44/MONO BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 3 FROM:IKE DRW: Truss Label: D4 Wgt:0.0 lbs / ... 05/25/18 I 6'5" I 124" 121'I6" 3'11" 2' 111.5X4 CD >00000000.000000.1.11.5112 g3X10B Zo JJi- A _...... -A ' H G =3X5FE 01.5X4 1111.5X4 I-2' 1 136" i 2712 6'2"4 311" a 1 2,2„ 12 I 6'5„ I 12.4" 121 . I 12,6" I 12'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.035 H 758 360 H 645 /- /333 /- /69 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.084 H 447 240 E 427 /13 /200 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.013 F - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL 4.2 psf Code/Misc Criteria Creep Factor.2.0 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.909 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.396 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.310 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 470 -330 C-D 0 -3 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 15 -69 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-H 366 -361 G-F 499 -194 Bracing H-G 498 -195 F-E 0 0 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading H-B 354 -933 B-F 239 -613 Bottom chord checked for 10.00 psf non-concurrent B-G 239 0 C-F 68 -57 bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached nod ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, MOSS =1P"� as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ♦7efer to l f`' srbt nirl drawings 160A-Z for standard plate positions. 4. .r....n-' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com,TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284814/T25/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: E Wgt:0.0 lbs ... / ... 05/25/18 I"' 511"4 I 9'0"12 I 15' I 5'11"4 3'1"8 5'11"4 I 3'3"4 I 5'11"4 I 9'0"12I 15' I 3'3"4 2'8" 3'1"8 5'11"4 4 12� C4IRT-1"7 I a6DX10 N 3X5 B N5 -: A2X4(A1) �� - \=2X4(A1E 1y - - n1 H G FM 1111.5X4 =3X10 III3X5 w2X4 I--3'0"8 A 911"8 j 2'-I 3'3"4 2'8" 31"8 376 2714 3'3"4 I 5'11"4 I 9.0..12 I' 12'8"2 I 15' I15' I 15' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 F 999 360 I 1063 /75 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.051 F 783 240 F 885 /61 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.010 C - - I Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.654 Bearings I&F are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.396 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.527 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 351 -3 C-D 103 -793 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 115 -868 D-E 365 -39 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-I 0 -301 G-F 894 -109 Special Loads I-H 0 -262 F-E 29 -304 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) H-G 867 -107 TC-From 65 plf at 0.00 to 65 plf at 5.94 TC-From 32 plf at 5.94 to 32 plf at 9.06 Maximum Web Forces Per Ply(lbs) TC-From 65 plf at 9.06 to 65 plf at 15.00 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 5.95 I-B 114 -955 H-D 4 185 BC-From 10 plf at 5.95 to 10 plf at 9.05 BC-From 20 plf at 9.05 to 20 plf at 15.00 B-H 991 -99 D-G 400 -25 BC- 317 lb Conc.Load at 5.95,9.05 H-C 176 -101 D-F 155 -1313 BC- 134 lb Conc.Load at 7.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI end SBCA)for'safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, 1711.1186--,:a:22%!, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F�efer to PI`' ' 5PONNEirr drawings 160A-Z for standard plate positions. '"lam..71.' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com•TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284816/T43/COMN BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: El Wgt:0.0 lbs / ... 05/25/18 T6" I 15' T6" T6" 374 7'6" 11'812 15' 37'4 I 47"12 I 4.2"12 I 3'3"4 12 Cm-4X5 T 4 p •- 2 $3X5 B D=,3X5 1 =AX4(A,)'M= = ii. rl\2X40„ G '- 1111.5X4 =3X7 1111.5X4 I-3'0"8 1 811" 1 3'0"8-'I 3'3"4I 4'2"12 I 4'2"12 I 3'3"4 3'3"4 7'6" 11'8"12 15' 15' 15' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.013 F 999 360 H 708 /- /338 /- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.031 F 999 240 F 708 /- /338 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.007 F - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 TCDL:6.0 psf s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.311 Bearings H&F are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.127 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.202 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 334 -215 C-D 83 -224 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 83 -224 D-E 334 -215 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-H 225 -277 G-F 203 -230 Loading H-G 202 -230 F-E 225 -277 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. H-B 280 -609 C-G 122 -145 Wind B-G 397 -192 D-F 280 -609 G-D 397 -192 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly .i::-` attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7,_or B10, fay. ,aPOnErr as applicable. Apply plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to .a.,.., drawings 160A-Z for standard plate positions. ......_ Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineeringnsponsibility solely for the design shown. The suitability and use of this dre awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com-TPI:www.tpinst.oro,SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284641/T28/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 2 FROM:IKE DRW: Truss Label: FG1 Wgt:0.0 lbs ... / ... 05/25/18 ��z�•�.y Fig ••4 I.q 14"'- 4' 6' 8' 10' 1.3•• d••4 ! 2. I 2• I 2' 12 I 02X4 — F E 12 D 12.65 b C B g2X4(DBR)=,'®I ML KJ I r12X4H r4 2 2 2 2 1.4_121.1A24' I 6• ! B' ! 10' !�13 2' 1' 1'3'4 1134 ! 11.3.4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 A* 2 /- /- /- /- /135 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 F 999 240 A Min Brg Width Req= - BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. EXP:NA HORZ(TL): 0.000 F - - Des Ld: 42.00 Mean Height:NA ft ( L) NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs) Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 0 -1 D-E 1 -1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.004 B-C 1 -1 E-F 1 -1 Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 1 -1 F-G 0 -1 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. This"Hip Frame"may be used in place of purlins on A-M 0 0 K-J 0 0 the hip plane to brace the flat top chord of hip M-L 0 0 J-I 0 0 trusses.See detail drawing HIPFRAME1014 or L-K 0 0 I-H 0 0 HIPFR1801014 for additional information. Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 HF#2 Webs Tens.Comp. Bot chord 2x4 HF#2 Webs2x4HF#2 G-H 0 -1 :M1,M2,M3 2x4 HF Std/Stud: Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1.5X4 except as noted. g-M 0 -2 E-J 0 -2 Additional Notes C-L 0 -2 F-I 0 -2 Right end vertical not designed to be exposed to wind D-K 0 2 pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for g. safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly T13u8S ..- attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR ' rarOUEnir as applicable. Apply plates to each face oft truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to y , ,*, drawings 160A-Z for standard plate positions. -.-.—..:r-----•..7.-.- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com:TPI:www.tpinst.oro;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq • Job Number:0518187 Ply:1 SEQN:284637/T26/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: FG2 Wgt:0.0 lbs ... / ... 05/25/18 F z ,z I „,, I 1=i I z.T, rad,)' 1 z 1 n, 1 r 1 2' 1 11,,z 1 y-,. 1265 41,,. ''" 612 : Ill 1 IL I n, I r l e I 2:: I ,o] I ,r, 1 ,<zu I eoc 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 A. 3 /- /- /- /- /99.5 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.007 J 999 240 A Min Brg Width Req= - BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. Des Ld: 42.00 EXP:NA HORZ(TL): 0.004 F - - Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs) Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.011 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.008 A-B 9 0 E-F 6 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.005 B-C 2 0 F-G 9 0 Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-ID 5 0 G-H 7 0 I:NA GCpi:NA Plate Type(s): D-E 8 0 H-I 6 0 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Wind Maximum Bot Chord Forces Per Ply(lbs) ' This"Hip Frame"may be used in place of purlins on Chords Tens.Comp. Chords Tens. Comp. the hip plane to brace the flat top chord of hip A-O 0 -7 L-K 0 -4 trusses.See detail drawing HIPFRAME1014 or O-N 0 -8 K-J 0 4 HIPFR1801014 for additional information. N-M 0 7 J-I 0 5 Lumber M-L 0 -8 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Gable Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-O 0 -10 L-F 0 -6 All plates are 1.5X4 except as noted. N-D 0 7 K-G 0 0 M-E 1 0 J-H 0 0 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI anr7 SBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingcLinstalled per BCSI sections B3,B7 or B10,y '"'r. as applicable. AppTy plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to (sr, ____rneenap drawings 160A-Z for standard plate positions. M r+.3,-------"^" Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing,indicates acceptance of professionalengineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI:www.tsinst.orq SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEAN:284633/T32/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: FG3 Wgt:0.0 lbs ... / ... 05/25/18 I a,3.; I 16, I j6"9 qq<~i 6 8'3"4 '16'69 14'6'9 166'5 4 d'4 1 z 1 2' 1 ;2;4, i 16.4 -t' 1,9 1 z 1 1'11.1,1 X3%5 F G E•• 6 12 65 G 11 A41111 O."'p-,� lik 0.2X4(o6Rl S R o P G N m L ' z z 2' 4' 11"2 4 ,� � 4' 1 6 1 e �6 t669 1265 1'6'9 1 1166'S'�6g T 16.652 1 1669 I Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Enclosure: A* 2 /- /- /- /198 BCLL: 0.00 Lu: - Cs: - VERT(TL): 0.000 S 999 240 A Min Brg Width Req= BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. Des Ld: 42.00 EXP:NA HORZ(TL):-0.000 L - - Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs) Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 A-B 0 0 F-G 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CS!: 0.002 B-C 1 -1 G-H 1 -1 Loc.from endwall:NA FT/RT:2(0)/4(0) Mfg Specified Camber: C-D 1 -1 H-I 1 -1 I:NA GCpi:NA Plate Type(s): D-E 1 -1 I-J 1 -1 Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 E-F 0 0 J-K 0 0 Wind This"Hip Frame"may be used in place of purlins on Maximum Bot Chord Forces Per Ply(lbs) the hip plane to brace the flat top chord of hip Chords Tens.Comp. Chords Tens. Comp. trusses.See detail drawing HIPFRAME1014 or A-S 0 0 O-N 0 0 HIPFR1801014 for additional information. S-R 0 0 N-M 0 0 Lumber R-Q 0 0 M-L 0 0 Top chord 2x4 HF#2 Q-P 0 0 L-K 0 0 Bot chord 2x4 HF#2 P-0 0 0 Webs 2x4 HF Std/Stud:M4,M5 2x4 HF#2: Maximum Gable Forces Per Ply(lbs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1.5X4 except as noted. B-S 0 -2 O-G 0 -1 C-R 0 -2 N-H 0 -2 D-Q 0 -2 M-I 0 -2 E-P 0 -1 L-J 0 -2 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating.,handling.,shi ing,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted btherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3,B7 or B10, TRIMS 1:L2:.- - p g p p�. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to fstr " arwt n`iir_V drawings 160A-Z for sandard plate positions. .Cr:r�______ _:7777_^---._..---•- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orgi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284819/T54/HIPM BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: J Wgt:0.0 lbs ... / ... 05/25/18 T11"4 I 105 I 7'11"4 75'12 I 5' I 7'11'•4 I 10'4" 1P'i6' 5' 711"4 74"12 1L3 CART-1"7 1111..E T 2 T 33X5 6 A2X4(A1 � p -1 03X5 0.4X5CF 31.5X4 I.--2' 1 b.6„ 1 I77'12 I 588 I 2'6'12 1 2712 711"4 10'4" 110'6" I 10'6" I 10'6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 I 999 360 I 691 /23 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.029 I 999 240 F 814 /78 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.008 G - - I Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.387 Bearing I is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.210 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 337 -57 C-D 1 -4 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 49 -620 D-E 0 0 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-I 45 -269 H-G 487 -36 Special Loads I-H 641 -70 G-F 0 0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at 0.00 to 65 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC-From 32 plf at 7.94 to 32 plf at 10.50 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 7.95 I-B 133-1012 C-G 52 -705 BC-From 10 plf at 7.95 to 100 at 10.50 BC- 464 lb Conc.Load at 7.95 B-H 72 -171 D-G 8 -80 BC- 227 lb Conc.Load at 9.94 H-C 590 -33 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC©24"OC. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted gtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, MASS ":1:L?;_:_ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hI. 'i`tnaFbnenr drawings 160A-Z for standard plate positions. `"*.'r'+r4+"."".`_' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ' truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alsineitw.com:TPI:www.tpinst.orgy SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284761/T57/MONO BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: J1 Wgt:0.0 lbs ... / ... 05/25/18 I6' I 10,4,, 1p6"6' 4'4^ 1111.5X4 C D 4 12 ' T 043X5 B i in .2X4(A1 _ _ I �A 111 '_'G =3X5FE 041.5X4 I-2' A 8'6" 1 I 2.2,12i 81"4 11P6"27'12 10.4" I 106 10.6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL: 0.013 B 999 360 Enclosure:Closed ( ) 565 /- /256 /- / /5.5 E - BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.036 C 999 240 E 340 /12 /156 /- / /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.016 C - - G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor.2.0 F Min Br Width Req 4.2 psf g - - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.527 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.553 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.506 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 323 -437 C-D 0 -3 Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.16 B-C 21 -70 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-G 451 -245 F-E 0 0 Loading G-F 371 -226 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind G-B 518 -679 C-F 103 -112 Wind loads based on MWFRS with additional C&C B-F 247 -395 member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10 MafiaiL.-t- as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. f eferto' hh".VO.LO_OTIEnrzs drawings 160A-Z for standard plate positions. hilar.. ��__*_-...- Alpine,a division of ITV)/Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com TPI:www.tpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEAN:284763/T58/MONO BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 16 FROM:IKE DRW: Truss Label: J2 Wgt:0.0 lbs ... / ... 05/25/18 2212 510" _1261 27"12 37"4 12 191.5X4 CD 4 � T 3X5 Ba =2X4(Ai'�`�_ 1 =� =3X5F E 1111.5X4 I"-2' 1 4' 1 2'2"123'7"4 ,2 I 2.2..12 I 5'10„ I6I 6' I 6' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 G 999 360 G 405 /- /222 /- /33 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.018 G 999 240 E 137 /12 /45 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.003 B - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.208 Bearing G is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.104 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.095 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): .A-B 223 -195 C-D 0 -3 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 25 -48 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-G 199 -188 F-E 0 0 Loading G-F 58 -160 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind G-B 249 -316 C-F 108 -108 B-F 165 -60 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performiBCSI these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing4�installed per BCSI sections B3,B7 or B10, TRUSS.,,... .,.:4,,,, .-4_ as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (tefer to f*t.'.' st iuEtvii drawings 160A-Z for standard plate positions. w wrnuat_,._ =^_ ' a+•• W Alpine,a division of ITBuilding_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfTP1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability and use of this r7awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.oroy SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEAN:284854/T38/MONO BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 8 FROM:IKE DRW: Truss Label: J3 Wgt:0.0 lbs ... / ... 05/25/18 3'4,' -?2I"3'4"3'4" 2 12 4 p 1111.5X460 • 2X4(A1 III _ A I F►i 1111.5X4ED F—2' i 1'6"—i I- 3'4" 3,4,, 3'6" 3'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.098 E 272 360 F 425 /- /247 /- /19 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.236 E 172 240 D -165 /165 /10 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.036 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.087 C - - F Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.121 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.456 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.206 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 -52 B-C 0 -3 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud A-E 93 -29 E-D 0 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-15 section B-E 113 -107 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, 1Ru$$ •:1;!ui-! as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to N.-.'�:4eePOPIEP >£ drawings 160A-Z for standard plate positions. M_ri_rn►'.4.3, _s•_•_-,_• Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the T truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this arming for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com-TPI:www.tpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.ore Job Number:0518187 Ply:1 SEAN:284852/T41/MONO BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: J4 Wgt:0.0 lbs ... / ... 05/25/18 2712 5'4" 2.2 12 I 3'1"4 12 1111.5X4CD 4 � T s 3X5 B ' iiN ._. g3X5F E II 1.5X4 2' 1 1 2212I 3'1"4 1z,1I 2'2"12 5'4" J p" 56" 5'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 G 999 360 G 392 /- /217 I_ /30 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.018 G 999 240 E 112 /12 /34 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.003 B - - G Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 fl F Min BrgWidth NCBCLL: 10.00Code/Misc Criteria Creep Factor:2.0 Req= TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.152 Bearing G is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.082 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 232 -200 C-D 0 -3 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 22 -40 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-G 205 -197 F-E 0 0 Loading G-F 71 -168 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind G-B 246 -310 C-F 96 -94 B-F 174 -74 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly MIAS ...:2:1?-_-.._ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, hh, e3Oft; - asapplicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to rar,r......—... drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284755/T17/HIPS BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: K Wgt:0.0 lbs ... / ... 05/25/18 511"4 -I 10'0"12 I 16' 511"4 4'1"8 511"4 5'11"4I 10'0"12 I 16' 5'11"4 4'1"8 5'11"4 12 I I =6X10 4s" B=6X10 CT-1 7 C Tam =lb A2X4(A1)/ _ \ 2X4(A1p }SIH G F EI2511 81.5X4 1113X5 3X5 ks1.5X4 I--2' 1 12' 1 2'--I 2714I 3'76 4'1"8 I 376 2'3"14 2'3"14 5'11"4 10'0"12 13'8"2 16' 16' II 16' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.026 F 999 360 H 987 /69 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.064 F 999 240 E 987 /69 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - Wind reactions based on MWFRS EXP.B HORZ(TL): 0.016 E - - H Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( )' NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.637 Bearings H&E are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 327 -33 C-D 329 -33 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 121 -1117 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-H 22 -268 F-E 1117 -121 Special Loads H-G 1130 -122 E-D 23 -269 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) G-F 1100 -120 TC-From 65 plf at 0.00 to 65 plf at 5.94 TC-From 32 plf at 5.94 to 32 plf at 10.06 Maximum Web Forces Per Ply(lbs) TC-From 65 plf at 10.06 to 65 plf at 16.00 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 6.00 BC-From 10 plf at 6.00 to 10 plf at 10.00 H-B 163-1471 C-F 395 -23 BC-From 20 plf at 10.00 to 20 plf at 16.00 G-B 406 -23 C-E 162 -1460 BC- 183 lb Conc.Load at 5.89,10.11 B-F 58 -32 BC- 134 lb Conc.Load at 6.00,8.00,10.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC©24"OC. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing jnttalled per BCSI sections B3,B7 or B10 MUSS 3;lf.�-e- as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' N. 'i rarOrlis drawings 160A-Z for standard plate positions. ,...n.! Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:www.toinst.orgy SBCA:www.sbcindustry-comb ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEAN:284757/T40/COMN BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 3 FROM:IKE DRW: Truss Label: K1 Wgt:0.0 lbs ... / ... 05/25/18 I- 8' •I 16 8' 8' 2'212I 8 I 1394 I 16' 2'2^12 5'9'•4 5.9'•4 2'2^12 12 C=4X5 T4 p �. 3X5 B G 3X5 _ 111 2Axa(IA,) .2X4(t1)It ei G rIF 111.5X4 —3X7 111.5X4 I—2' ♦ 12' 1 7--I 2212 5,9"4I 5'9"4 I 2.7'12 2'2"12 8' 13'9"4 18' I 16I 16' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.014 C 999 360 H 707 /- /331 /- /34 1 5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.035 C 999 240 F 707 /- /275 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.005 D - - H Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) g NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 H&F are a s rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.403 Bearings Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.207 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.243 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 70 -128 C-D 188 -604 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 188 -604 D-E 70 -128 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-H 129 -53 G-F 128 -68 Loading H-G 128 -68 F-E 129 -51 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. H-B 271 -615 C-G 149 -23 B-G 478 -171 D-F 271 -615 Wind G-D 478 -171 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for g.safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3,B7 or B10,t-D 11111.1!$6..,,,,1-22:,= as applicable. Apply plates to each face of truss and position as shown above and on the Joinetails, unless noted otherwise. ♦7efer to .' at Mp drawings 160A-Z for standard plate positions. , .*"'•'*- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI:www.toinst.oro:SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284631/T14/EJAC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 32 FROM:IKE DRW: Truss Label: X Wgt:0.0 lbs ... / ... 05/25/18 I 2'2"12 I 7'11"4 I 2'2"12 58"8 lotsxa° 4 T 12 1 Ir „_,, 03X5 B EN 2X4(A1 1 A I - - ' ■A E 1113X5 0 1111.5X4 —2' A 511"4 A I 2212 I 588 I 2'2"12 711"4 I 7'11"4 I 7'11"4 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.007 E 999 360 E 468 /4 /233 /- /58 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.020 E 999 240 D 227 /29 /85 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.005 B - - E Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:21.66 ft D Min BrgWidth NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Req= TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.362 Bearing E is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.243 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 162 -165 B-C 34 -81 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 A-E 161 -127 E-D 173 -195 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. E-B 270 -361 C-D 136 -153 Loading B-D 189 -159 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 T S i Sia rvr as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. • --! Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com;.TPI:www.tpinst.oro;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284643/T39/EJAC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty:6 FROM:IKE DRW: Truss Label: X1 Wgt:0.0 lbs ... / ... 05/25/18 I 2'2"12 I 5'11"4 I 2'2"12 3'8"8 12 1111.5X40 T 4 p- 3X5 6 M 2X4(A1 intorill— I A _:E 1113X5 0 1111.5X4 I-2' A 3114 1 27.12 I 3'8"8 2712 5'11"4 I 511"4 -I 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 E 999 360 E 403 /- /221 /- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.019 E 999 240 D 134 /12 /43 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.004 C - - E Min Big Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) D Min Br Width NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 9 Req Bldg Code: IRC 2015 Max TC CSI: 0.217 Bearing E is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.096 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.103 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 221 -195 B-C 26 -49 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 A-E 199 -186 E-D 58 -158 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. (J)Hanger Support Required,by others E-B 253 -320 C-D 101 -100 B-D 164 -61 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, TRUSS :1,2 as applicable.licab-le. A T plates to each face of truss andposition as shown above and on the Joint_Details, unless noted otherwise. Defer to PI`, ' M Pn PoY M 0..:t*dlriw'ar•' drawings 160A-Z for standard plate positions. -'—�-- -�-"--'� Alpine,a division of INV Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com'TPI:www.tsinst.orq:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284732/T50/EJAC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 1 FROM:IKE DRW: Truss Label: X2 Wgt:0.0 lbs ... / ... 05/25/18 F 3' 511"4 3' 2'11"4 12 1111.5X40 4 pi I 3X7 B c, ....: _ ,. IIISXI2(G7 W3 T Si i4,4444,:1 N 1 IM IAN �_� E III4X8 D I113X12 3' 2'11"4 1 3' I 5,11"4 I 5114 IH 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.024 E 999 360 A 1776 /141 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.056 E 999 240 D 2363 /191 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 C - - Wind reactions based on MWFRS EXP:B HORZ TL:-0.018 C - - A Min Br Width Req1.9 Des Ld: 42.00 Mean Height:21.99 ft NCBCLL: 10.00 TCDL:4.2 psf ( ) g g Code/Misc Criteria CreepFactor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.382 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.729 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.736 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 179-2191 B-C 26 -35 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x8 DF-L#2 A-E 2039 -160 E-D 1896 -152 Webs 2x4 DF-L Std/Stud:W3 2x4 HF Std/Stud: :Lt Stub Wedge 2x4 HF Std/Stud: Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) E-B 1673 -88 C-D 22 -102 TC-From 65 plf at 0.00 to 65 plf at 5.94 B-D 174-2161 BC-From 10 plf at 0.00 to 10 plf at 5.94 BC-1305 lb Conc.Load at 1.50 BC-1195 lb Conc.Load at 3.50,5.50 Hangers/Ties (J)Hanger Support Required,by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �� {:• attached rigid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 510, -"��i as applicable. A T plates to each face of truss andposition as shown above and on the Joint-Details, unless noted otherwise. (tefer to 1`RR hO1&r n`ir' pn Postwlirt*T!rr2:7:2 drawings 160A-Z for standard plate positions. �°�•-•-••--•� Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIT PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com;.TPI:www.tpinst.orai SBCA:www.sbcindustry.comc.ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEAN:284783/T6/EJAC BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 50ty: 1 FROM:IKE DRW: Truss Label: X3 Wgt:0.0 lbs ... / ... 05/25/18 3' I 5'11"4 I3' 2'11"4 12 1111.5X40 4 p � I 3X5 B .. .00 _ III6X8(G1 A T ISIi .` v 111111 ■ , 1 :'I _� III3X5 D III4FX5 L 3' 2'11"4 1 • 3' I 511"4 1 511"4 5'11"4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.030 E 999 360 A 710 /76 /- /0 /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.068 E 999 240 D 1064 /120 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.017 C - - Wind reactions based on MWFRS EXP:B HORZ L -0.040 C - - A Min Br Width Re 1.5 Des Ld: 42.00 Mean Height:21.99 ft � ) g q 9 Code/Misc Criteria CreepFactor:2.0 D Min Brg Width Req= - SCBCLL: 10.00 BCDL:6.2 psf Bearing A is a rigid surface. Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.684 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.982 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.394 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 121 -1085 B-C 28 -32 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 A-E 971 -104 E-D 925 -101 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x6 HF#2: Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) E-B 785 -44 C-D 24 -115 TC-From 65 plf at 0.00 to 65 plf at 5.94 B-D 116-1060 BC-From 10 plf at 0.00 to 10 pIf at 5.94 BC- 160 lb Conc.Load at 2.00 BC-1169 lb Conc.Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly MUSS sL attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, hl�• ....z.OMEn`!r. as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to r riuIPONE 4 drawings 160A-Z for standard plate positions. •.-•-•- Alpine,a division of TIN Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: srww.aloineitw.com:TPI:www.tpinst.orql SBCA:www.sbcindustrv.com;.ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284776/T4/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 10 FROM:IKE DRW: Truss Label: CG1 Wgt:0.0 lbs ... / ... 05/25/18 6108I 1113 6'10"8 4'2"12 I111.5X4 T 2.83 12 : 1 w3X10B A2X4(A1 - • r id 11 F E 1113X50 1.5X4 1111.5X4 2'9"3 1 8.4,.. •� 3'4••14I I 4'2 12 3'4"14 6'10"8 11'1"3 11'1'3 11'1"3 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.032 F 999 360 G 615 /62 /19 /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.083 F 711 240 D 237 142 /7 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.005 C - - G Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.617 Bearing G is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.274 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.358 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 551 0 B-C 14 -42 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 A-F 0 -492 E-D 305 -111 Webs 2x4 HF Std/Stud F-E 305 -109 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC-From 2 plf at 0.00 to 2 plf at 11.10 Webs Tens.Comp. Webs Tens. Comp. BC-From 2 plf at 0.00 to 2 plf at 11.10 F-B 61 -876 B-D 118 -322 BC- 80 lb Conc.Load at 0.00 B-E 208 -93 C-D 0 -69 BC- 157 lb Conc.Load at 2.66 BC- 31 lb Conc.Load at 5.49 BC- 259 lb Conc.Load at 8.32 Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ohervise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 T U,SS �!{' as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to f I`" arortin rp drawings 160A-Z for standard plate positions. .,-.. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibilitysolelyforthe design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TP1:www.tpinst.org:SBCA:www.sbcindustrv.comL ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284827/T23/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty:4 FROM:IKE DRW: Truss Label: CG2 Wgt:0.0 lbs ... / ... 05/25/18 2.83 12 3X5 m io 2X4(A1 A � ■ 2X4 c 1111.5X4 D �-273 1 3'1"1 5'2"3 3'1"1 8'3"4 8'3"4 8'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.085 D 437 360 D 848 /73 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.192 D 267 240 C 183 /51 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 B - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.016 B - - D Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.940 Bearing D is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.450 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.863 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 1032 -86 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#1&Bet. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 HF#2 A-D 74 -951 D-C 44 -10 Webs 2x4 HF Std/Stud Special Loads Maximum Web Forces Per Ply(lbs) -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC-From 64 plf at 0.00 to 64 plf at 8.27 D-B 87-1062 B-C 41 -161 BC-From 20 plf at 0.00 to 20 plf at 2.66 BC-From 10 plf at 2.66 to 10 plf at 5.49 BC-From 20 plf at 5.49 to 20 plf at 8.27 BC- 80 lb Conc.Load at 0.00 BC- 157 lb Conc.Load at 2.66 BC- 31 lb Conc.Load at 5.49 Hangers/Ties (J)Hanger Support Required,by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingq shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Buildin Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly � 0 attachedrigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or B10, -•' r as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to 1•I. 1 bTaaalearr• drawings 160A-Z for standard plate positions. . Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this arawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustrv.com:.ICC:www.iccsafe.oro. Job Number:0518187 Ply:1 SEAN:284825/T53/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: CG3 Wgt:0.0 lbs ... / ... 05/25/18 8'2"5 '5 82"5 2.83 p 0-3X BC IHB2" I En =2X4(A1 N I ' 111111. 1111111 1 =_=w2X4 E p 1111.5X4 F 2'9"3 A 57•'2 1 3'1"1 5'1"4II 3.1"1 I 8'2"5 4"5 8'4"5I I 8'4"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.050 F 739 360 F 504 /32 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.131 F 408 240 D 137 /41 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.008 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.022 C - - F Min Br Width Req1.5 Des Ld: 42.00 Mean Height:15.00 ft � ) 9 g Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.858 9 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.267 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.806 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 617 0 B-C 0 -2 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 HF#2 A-F 0 -554 E-D 0 0 Webs 2x4 HF Std/Stud F-E 43 0 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC-From 2 plf at 0.00 to 2 plf at 8.36 Webs Tens.Comp. Webs Tens. Comp. BC-From 2 plf at 0.00 to 2 plf at 8.36 F-B 0 -637 B-E 4 -130 BC- 157 lb Conc.Load at 2.66 BC- 31 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind ""'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i Trusses require extreme care in fabricating,handlin shipping,installinand bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc7 SBCA)for safely g.practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TRUSS-, f_- attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, NITR•, -,•.w27,:d-r as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ,�y Y ,,.. drawings 160A-Z for standard plate positions. - •.- ... Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essional engineering responslbilitysolely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:wwwJpinst ora'SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284823/T49/HIP_ BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: CG4 Wgt:0.0 lbs ... / ... 05/25/18 7'5"137''7113 7'5"13 2 2.83 v re 3X5 12 BC IHB2" I o A -2X(A1 , _ _ i 01.5X4 E 1111.5X4 F 2'9"3 1 410"10 1 I 3'1"1 I ' 4'4"12 1 31"1 7'5"13 7 13 I 7713 I 7713 Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.045 F 830 360 F 489 /1 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.117 F 458 240 D 98 /23 /- /- /- /- BCDL: 10.00 Risk Category:II EXP:B Snow Duration:1.15 HORZ(LL):-0.007 C Wind reactions based on MWFRS HORZ TL:-0.018 C - - F Min Brg Width Re 1.5 Des Ld: 42.00 ( ) q Mean Height:15.00 ft E Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 9 9= - TCDL:4.2 psf Bearing F is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.746 g a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.244 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.630 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 611 0 B-C 0 -2 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 HF#2 A-F 0 -552 E-D 0 0 Webs 2x4 HF Std/Stud F-E 37 0 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC-From 2 plf at 0.00 to 2 plf at 7.65 Webs Tens.Comp. Webs Tens. Comp. BC-From 2 plf at 0.00 to 2 Of at 7.65 F-B 0 -634 B-E 4 -101 BC- 157 lb Conc.Load at 2.66 BC- 15 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyL:. attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, hi.TRIMS •...-. "-nit as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to , _____ ,crl drawings 160A-Z for standard plate positions. •.--••.. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: woos alpineitw.com,TPI:www.tpinst.ors;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284555/T10/JACK BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 32 FROM:IKE DRW: Truss Label: CJ1 Wgt:0.0 lbs ... / ... 05/25/18 12 4 L B 2X4(A1)A ' C° II an l� i I1 i C 1'10"3 •H 1'11"11 1.1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 B 999 360 A 78 /_ /37 /- /10 /1.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.039 B 851 240 C 78 /1 /38 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 B - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.014 B A Min Brg Width Req= - Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.00 psf Bldg TCDL:4. psf Code: IRC 2015 Max TC CSI: 0.070 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 0 -22 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 2x4 HF#2 A-C 0 0 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly - attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, rvt..... S 'r as applicable. AppTplates to each face of truss and position as shown above and on the Joint_Details, unless noted otherwise. F7efer tofl. .. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:www.tpinst.orq,SBCA:www.sbcindustnt.com,ICC:www.iccsafe.org Job Number:0518187 Ply:1 SEQN:284557/T5/JACK BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 31 FROM:IKE DRW: Truss Label: CJ2 Wgt:0.0 lbs ... / ... 05/25/18 2'2"123'10"3 22"12 I 1'77 12 4 1111.5X4C 3X5 6 j I SD 2X4(A1 �� li 1,-. A �Mt I i �!A I 1111.5X. E 1II3X5D I- 2' 1 1'10"3--I 2'2"12 177 2212 I 3'10"3 3103 II al 0"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 E 999 360 E 483 /28 /210 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.020 E 999 240 D 15 /116 /13 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.003 C - - E Min Brg Width Req= 1.5 Mean Height:20.97 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.190 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.144 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Spedfied Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 345 -201 B-C 12 -24 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 A-E 209 -301 E-D 97 -251 Webs 2x4 HF Std/Stud Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC-From 65 plf at 0.00 to 65 plf at 3.85 E-B 259 -408 C-D 32 -39 BC-From 20 plf at 0.00 to 20 plf at 3.85 B-D 283 -109 BC- 40 lb Conc.Load at 0.00 Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others (J)Hanger Support Required,by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building prig Safety Information,by TPI aSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly >rRuss lir v attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, hl. a.1:1:-- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. liefer to ___Ls. frp drawings 160A-Z for standard plate positions. -••^•- ••!•- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineerin_g responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com:TPI:www toinstoroj SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284559/T3/JACK BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 5Qty: 19 FROM:IKE DRW: Truss Label: CJ3 Wgt:0.0 lbs ... / ... 05/25/18 27"12 I 5'10"3 2'2"12 37"7 12 1111.5X40 4 p e-3X5 B `-o io cq 2X4(A1 A I - ■i :ElE lIl3X5p II 1.5X4 1-----2' 1 31(r3 1 2212 3'7"7 2'2"12 I 5'10"3 5'10"3 II 510"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 E 999 360 E 401 /4 /206 /- /42 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.019 E 999 240 D 130 /21 /41 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B ) Des Ld: 42.00 HORZTL -0.004 C - - E Min Brg Width Req= 1.5 HORZ(TL): Mean Height:21.31 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.211 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.092 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.106 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 223 -196 B-C 26 -47 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 A-E 200 -188 E-D 61 -160 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. (J)Hanger Support Required,by others E-B 252 -319 C-D 98 -97 B-D 165 -63 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly TRUSS 11> attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TR , . aPbnEi as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ,_,xyr_.,,,,.,.. drawings 160A-Z for standard plate positions. •— 4--- • ---'- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITfPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this arawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:www.tpinst.orsL SBCA:www.sbcindustm.com;ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284769/T1/JACK BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: CJ4 Wgt:0.0 lbs ... / ... 05/25/18 12 4 III1.5X4B 3X5q I Tco Igl� , I ■IV 1111.5X4 1113X5 C 1'9"7 I 1'9"7 A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 76 /- /34 /- /13 /4.7 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 76 /12 /32 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B L:-0.000 B - - D Min Br Width Req1.5 Des Ld: 42.00 Mean Height:21.32 ft HORZ� ) 9 9 Code/Misc Criteria CreepFactor:2.0 C Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.2 psf BearingD is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.046 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.033 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 17 -25 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Bot chord 2x4 HF#2 D-C 3 -41 Webs 2x4 HF Std/Stud Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section A-D 27 -58 B-C 60 -57 301.5. A C 43 -1 Wind Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingp shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly !• attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, MOSS a)t- as applicable. Apply plates to each face of truss andposition as shown above and on the Joint-Details, unless noted otherwise. ♦defer to h1. '/ rcvwnervr Pn PoYt *s. drawings 160A-Z for standard plate positions. - •�• •- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.alsineitw.com;TPI:www.lsinst.org;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518187 Ply:1 SEQN:284771/T18/JACK BUTTERFIELD PARK LOT 5-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT SQty: 1 FROM:IKE DRW: Truss Label: CJ5 Wgt:0.0 lbs ... / ... 05/25/18 12 4 1111.5X46 eiiiiiiiiiiiiiiiill11111511 3X5 A HB 0' ii.r) N o �r■1 uI I ri iri D II 11.5X4 1113X5 C 3'9"7 A 3'9"7 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 160 /- /71 /- /27 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 B 999 240 C 160 /20 /69 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B HORZ TL:-0.001 B - - D Min Br Width Des Ld: 42.00 Mean Height:21.65 ft ( ) 9 Req NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.221 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.139 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.139 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) Mfg Specified Camber: A-B 30 -50 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 2x4 HF#2 D-C 24 -94 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-D 81 -123 C-B 123 -120 bottom chord live load applied per IRC-15 section A-C 90 -15 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly .: attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, �I E as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ll drawings 160A-Z for standard plate positions. •. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.aloineitw.com;TP1:www.tpinst.oro;SPCA:www.sbcindustrv.com;ICC:www.iccsafe.orq