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Plans (9)
, 9-61t) SW_ tkiii . .--1- • . _ JUN 1 1 ?I-08 :t' off,/WARD AUI LDI 1)AlSit)N i ) I 59 I I 21'10" I 292" I 7'-+- I-8' L 212" 61 Co Q pcx cx4xx x(er;X,x xxi. , '., i . . '.. N.LN ..; .,. is — x �o� 2 2 j2 m 2 gI �) �i i� ._ V L • � _. N A W N ®, ® m �i�cJ1a °° ®II ®�1CJ11 CJ14., ECJ12 I, CJ15 EJ6 111C 1 A , - - N > 10'6-1/4"DIFF IN LATE i II gli;r Al \ °o acxR pxxlkx xkx >.' , � I w A2 .._ - 1 A6 ' EJ6. m ce --1 \ rr P A4 d CO S N)W c •ii. Tr-Pd y ', e ED1-,RSI, m 7 � _� ♦ ..r•.eel A7 _� _.._.-....__ED2- — tim / m m I . _ i` V NAli. h N --= El _=Rd ED2__� -�� o O EDI C2 .=i— 'il411lllilliil1illlllh leSTICK FRAME , 4-- Ail 1 4 1,, rill - I Allil N Z 9 1 ,�� __- - _____ x L. N ' 4 N __ fl T N z 1 r 1�- C -B2 EJ3.... mnd 1 1 \ I,.,_ me STICK FRAME m . j � �� 1 I E Q4 , IF 12' I 13'5" T 19'7" I y 2'6"I 4'6"---I--5 I 13'1"8 19'3"8 I 14' I I 47 I Customer:FOUR D CONSTRUCTION CO. O D p Desc.:BUTTERFIELD PARK LOT 4 m oo co ADDRESS: SW INEZ ST T_____ a e z 0 rn zz Designed by: IKE ISAKSON """" ...•=roam„,er.,,. ."uZ.".„.R.. Job Number:0518186 Ply:2 SEQN:284315/T5/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A Wgt:0.0 lbs ... / ... 05/23/18 5 5 2 Complete Trusses Required I 10, 10, I 16 I z5z• I TSe 15) 7 6 27: 201,'5 152' I zs°e 1 fi I 4 1 ta>' 1 1's"<I 3'11'2 I 4z•,a I To14,'A_r, I l'r •x VAIIILVAP _ \3X5IIT9H/15X41 / „ �6Xfi(BeR)6`s� _ I I ! ' ,,. w � , N (." 11II /� 5X5 .3X) Q �\J K CD 6 /6X8 12 1-1-11 0112 25'51 5 10T• 14T I 9'LN1 ! •d 29'2.. 1, 1 44 I Y5.6 I 1654 92 „i_., s',z I 0"q 1 9r 1 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): 0.157 N 999 360 B 3211 /666 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.376 N 999 240 I 3226 /667 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 K - - Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL): 0.270 K - - B Min Brg Width Req= 1.5 Mean Height:23.40 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.827 Bearings B&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.775 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.531 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 -6 F-G 570 -2516 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 778-3787 G-H 490 -2239 Lumber Wind C-D 593-2609 H-I 517 -2331 Top chord 2x4 HF#2 Ti: 2x4 DF-L#1&Bet.: Wind loads and reactions based on MWFRS. D-E 498-2145 I-J 22 6 Bot chord 2x6 DF-L SS:B3,B4 2x6 DF-L#2: E-F 498-2146 Webs 2x4 HF Std/Stud:W2,W4,W6 2x4 HF#2: Nailnote Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. B-O 3013 -616 M-L 1940 -439 Bot Chord:1 Row @ 8.75"c.c. O-N 2801 -586 L-K 1991 -443 Webs :1 Row @ 4"o.c. N-M 1993 -450 K-I 1807 -398 Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 0-C 803 -110 M-F 423 -121 TC-From 67 plf at -1.00 to 67 plf at 10.58 C-N 129 -775 F-L 1041 -208 TC-From 34 plf at 10.58 to 34 plf at 18.58 N-D 1033 -197 L-G 672 -190 TC-From 68 plf at 18.58 to 68 plf at 30.17 D-M 310 -98 K-G 258 -904 BC-From 5plfat -1.00 to 5plf at 0.00 E-M 11 -100 K-H 17 -85 BC-From 22 plf at 0.00 to 22 pit at 2.46 BC-From 20 plf at 2.46 to 20 plf at 10.52 BC-From 10 plf at 10.52 to 10 plf at 19.02 BC-From 22 plf at 19.02 to 22 ptf at 21.02 BC-From 20 plf at 21.02 to 20 plf at 29.17 BC-From 5 plf at 29.17 to 5 plf at 30.17 BC-1321 lb Conc.Load at 10.52 BC- 355 lb Conc.Load at 12.00,14.00,15.17,17.17 BC-1345 lb Conc.Load at 18.65 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. *"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 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, > It.Bs py1�--.: - as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ♦7efer to hi',• ____ NEA I drawings 160A-Z for standard plate positions. wr1r,>rwtrstw.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 T truss in conformance with ANSI/ 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 gnawing 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,JPI:www.tsinsiorg;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.our Job Number:0518186 Ply:1 SEAN:284319/T2/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: Al Wgt:0.0 lbs ... / ... 05/23/18 I I 15'11" I 252" I IT t3'" I TS'6 I I 13'3" I 15'11" I 19'5'4 12,'5'41 26'" I 292' I 25'8 6612 48'12 Te 314 2 4412 35 2 x5 1 9 a3X5 a3XI 1I11IIrNN 15RiL: . \,3XI (F2) 1—TT T / O =3X5 12 12 6 �6 4'e"12 T6' 3'1"4 ' 8'1"12 ti,� TS"e l 864 I 133• I 1511" I 19'tl'4 1210"41 29'' � I I T5"e I ;6612 9'6"4 I21'0"4 1 29. TS18 11'I 2 811 F-1 I 92 -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): 0.154 P 999 360 B 1358 /105 /625 /- /206 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.380 P 999 240 J 1350 /105 /633 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.121 L - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.299 L - - B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:24.40 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.2 s rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.729 Bearings B&J are a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.796 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.703 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 F-G 250 -1307 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 272-3186 G-H 253 -1586 Lumber C-D 213-1847 H-I 208 -1564 Top chord 2x4 HF#2 D-E 246-1381 I-J 213 -1767 Bot chord 2x4 HF#2:B1 2x6 DF-L SS: E-F 221 -1008 J-K 43 0 Webs 2x4 HF Std/Stud :W5,W6,W7,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :Rt Wedge 2x4 HF Std/Stud: B-Q 2565 -172 N-M 1200 0 Loading Q-P 2309 -163 M-L 1318 -34 Bottom chord checked for 10.00 psf non-concurrent P-O 1387 23 L-J 1327 103 bottom chord live load applied per IRC-15 section O-N 1003 0 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat TC@24"OC. Q-C 869 -4 F-N 539 -94 C-P 145 -931 N-G 121 -504 Wind P-D 379 0 G-M 514 -87 Wind loads based on MWFRS with additional C&C D-O 137 -603 M-H 109 -65 member design. O-E 524 -80 L-H 18 -384 E-N 103 -88 L-I 100 -170 **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.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 bracing Installed per BCSI sections B3,B7 or B10, TPt118S `«„ as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to hh=.'i__ia NIENT 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 job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinsl.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:2 SEAN:284462/T55/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A2 Wgt:0.0 lbs ... / ... 05/23/18 5 s 2 Complete Trusses Required 1 ,3r,3 1„7asl ,3v,3 I I zse I sra I sr3 I nrcsl 3e, I:,z°l n„3 I �„e I rsbs� J- '.-Nz... _Al sp 03x50 i.exe I ,°xe�rda�'e. 1L 1 'F �f`ejmtem", I �1 _17X6 .3 _°xe .ex:ONI�„ 'll e *ewo © .:,e ,L r sr� eT3 1„o,sI 3e;, 12,a°I °„:,3 I a,.,s 1 HI^il se I e"„ l ,ar�,a I zse I 10,0 I 18,2zz.°l 297 I 1=1 I 272. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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 : 0.135 M 999 360 VERT(LL): B 2129 /218 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.322 M 999 240 J 8259 /788 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 K - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):0.182 K - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.55 ft Code/Misc Criteria CreepFactor:2.0 J Min BrgWidth Req4.4 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.664 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.819 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.730 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 -6 F-G 146 -1458 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 224-2350 G-H 211 -2139 Lumber Wind C-D 172-1701 H-I 243 -2422 Topchord 2x4 HF#2 D-E 144-1382 I-J 530 -5522 Wind loads and reactions based on MWFRS. E-F 109-1143 Bot chord 2x6 DF-L#2:B4 2x8 DF-L SS: Webs 2x4 HF Std/Stud Additional Notes :W4,W5,W6,W7,W8 2x4 HF#2: The maximum concentrated load is 7081# Maximum Bot Chord Forces Per Ply(lbs) :W12,W13 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. :Rt Wedge 2x6 HF#2: B-Q 1847 -174 N-M 1640 -157 Nailnote Q-P 1732 -168 M-L 2064 -201 Nail Schedule:0.131"x3",min.nails P-O 1322 -127 L-K 4310 -412 Top Chord:1 Row ©12.00"o.c. O-N 1053 -101 K-J 4373 -417 Bot Chord:1 Row ©4.75"o.c. Webs 1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to Q-C 455 -12 N-G 114 -1176 grain required in area over bearings greater than 4" C-P 43 -411 G-M 1433 -124 Special Loads P-D 248 0 M-H 65 -640 D-O 37 -370 H-L 614 -149 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) O-E 248 0 L-I 257 -2704 TC-From 68 plf at -1.00 to 68 plf at 13.65 E-N 429 -38 I-K 3024 -255 TC-From 68 plf at 13.65 to 68 plf at 15.51 F-N 753 -58 TC-From 68 plf at 15.51 to 68 plf at 29.17 BC-From 5 plf at -1.00 to 5 plf at 0.00 BC-From 22 plf at 0.00 to 22 plf at 2.46 BC-From 20 plf at 2.46 to 20 plf at 19.02 BC-From 22 plf at 19.02 to 22 plf at 21.02 BC-From 20 plf at 21.02 to 20 plf at 26.01 BC-From 10 plf at 26.01 to 10 plf at 29.17 BC-7081 lb Conc.Load at 26.01 BC- 704 lb Conc.Load at 27.44 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. **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)fsafely 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 bracinpinsralled per BCSI sections B3,B7 or B10, TU - as applicable. Apply plates to each face a truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to PI.' 'war/ 1EMS drawings 160A-Z for standard plate positions. wru�u w�. ..... 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 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:0518186 Ply:1 SEAN:284317/T17/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A3 Wgt:0.0 lbs ... / ... 05/23/18 I I 1178 I I zse 1 8.0,2 I 8,2 I °8. I z,z°I .e. zs 7 .1.4). 1F%3X5 E 1k,1110"t .° � i1 T -Fa b de 113. — 12 I., Z,v° 2573 35 8 e 16812 /-27 V°°, I 1= zs -1 I a,8e 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 LL VERT : 0.119 0 999 360 VERT(LL): B 1209 /96 /561 /- /193 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.296 0 999 240 J 1138 /85 /501 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.090 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:24.90 ft HORZ(TL): 0.225 K - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 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: 0.649 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.907 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.637 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Speclfied Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 E-F 210 -958 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 305-2782 F-G 199 -1080 Lumber C-D 189-1574 G-H 127 -956 Top chord 2x4 HF#2 D-E 204-1019 H-I 7 0 Bot chord 2x4 HF#2:B1 2x6 DF-L#2: Webs 2x4 HF Std/Stud:W4,W5,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing B-P 2235 -292 M-L 775 -56 (a)Continuous lateral restraint equally spaced on P 0 2008 -267 L-K 10 3 member. O-N 1171 -93 K-J 0 0 N-M 810 -26 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. P-C 766 -50 F-M 113 -40 Wind C-O 178 -845 M-G 333 0 Wind loads based on MWFRS with additional C&C O-D 389 0 L-G 80 677 member design. D-N 158 -638 L-H 807 -53 E-N 714 -146 H-K 126 -1092 Right end vertical not exposed to wind pressure. N-F 93 -196 *"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)toy 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,B7 or B10, > � �.-.- p g�. d as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ry h-.'i rar tiElvr drawings 160A-Z for standard plate positions. w_r�_xka_wt>rrr_+_.,.._•*• 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 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 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.toinst.org;SBCA:www.sbcindustrv.corn ICC:www.iccsafe.ore Job Number:0518186 Ply:1 SEQN:284322/T35/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A4 Wgt:0.0 lbs ... / ... 05/23/18 I ,er I „ax I I zse I 80.,: I emz I a5a 1 21;IY e I 55560. s5 e _ 0.axss E\ars �zrsc k a� H fax,araeIT I °' .,b .a, ..X40. ,_ 1 IV e BIM 6,12 zse I 66.1 I ,., I 10.o. 1550.0 I x88 I. 25k I zaa I ,88a 12'z,1 I <m5 I I 25,0.8 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): 0.118 N 999 360 A 1135 /85 /519 /- /184 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.297 N 999 240 I 1139 /90 /501 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.090 J - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:25.27 ft HORZ(TL): 0.226 J - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.606 Bearing A is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.907 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.659 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 316-2823 E-F 199 -1082 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 191 -1581 F-G 127 -957 Lumber C-D 205-1021 G-H 7 0 Top chord 2x4 HF#2 D-E 211 -960 Bot chord 2x4 HF#2:B1 2x6 DF-L#2: Webs 2x4 HF Std/Stud:W4,W5,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Camp. Bracing A-O 2277 -303 L-K 776 -57 (a)Continuous lateral restraint equally spaced on O-N 2042 -276 K-J 10 3 member. N-M 1176 -94 J-I 0 0 M-L 811 -27 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. O-B 786 -56 E-L 113 -40 Wind B-N 186 -874 L-F 334 0 Wind loads based on MWFRS with additional C&C N-C 391 0 K-F 80 678 member design. C-M 159 -643 K-G 809 -53 D-M 716 -147 G-J 126 -1094 Right end vertical not exposed to wind pressure. M-E 93 -195 **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 o therwise,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, TRUSS V as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hl. aPGnEn 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 ANSUfPI 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 responsrbilitysolely 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.orol SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:2 SEAN:284376/T32/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A5 Wgt:0.0 lbs ... / ... 05/23/18 5 5 2 Complete Trusses Required I I „8a 1 1 s,are 70,2..< 1 aaa 1 sa sae :se /W %VS 211ih Iht a T 1 610.8 1 ,oz,z I 77' I m I 68e I. I .10,8 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.120 N 999 360 A 5557 /624 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.285 N 999 240 H 2303 /254 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL): 0.088 B - - A Min Brg Width Req= 3.0 NCBCLL: 10.00 Mean Height:25.27 ft Code/Misc Criteria CreepFactor:2.0 I Min BrgWidth Req - TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.674 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.690 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.978 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 456-3895 D-E 145 -1196 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 241 -2059 E-F 130 -1087 Lumber C-D 140-1180 F-G 3 -1 Top chord 2x4 HF#2 Bot chord 2x6 DF-L SS:B2 2x6 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. :W2,W7,W8,W9 2x4 HF Std/Stud: :Lt Wedge 2x8 DF-L SS: A-N 3050 -348 K-J 840 -94 N-M 3018 -345 J-I 8 -2 Nailnote M-L 1577 -177 I-H 0 0 Nail Schedule:0.131"x3",min.nails L-K 1577 -177 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.75"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. N-B 2524 -258 D-K 1208 -104 4"o.c.spacing of nails perpendicular and parallel to B-M 246-2101 E-J 84 -362 grain required in area over bearings greater than 4" M-C 1602 -156 J-F 919 -100 Special Loads C-K 160-1397 F-I 141 -1122 K-E 116 -70 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 68 plf at 0.00 to 68 plf at 14.58 TC-From 68 plf at 14.58 to 68 plf at 25.88 BC-From 10 plf at 0.00 to 10 plf at 5.87 BC-From 20 plf at 5.87 to 20 Of at 25.88 BC- 104 lb Conc.Load at 1.00 BC- 136 lb Conc.Load at 3.00 BC-1636 lb Conc.Load at 5.00 BC-3779 lb Conc.Load at 5.87 Hangers/Ties (J)Hanger Support Required,by others 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,by TPI and SBCA)fsafely 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 bracin44__Insmalled per BCSI sections B3,B7 or B10, T W$$ ��1!�� as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 1\I,,•.'i`.Ora"p5nenii drawings 160A-Z for standard plate positions. 416.ar! +rrH•7.,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 listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se 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.toinst.ora:SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284345/T48/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: A6 Wgt:0.0 lbs ... / ... 05/23/18 I er I nsree I i ria I era I e,e I s 10.8 p #3: E,exs 111'sx< I / s'411411111114114.Fs 111 MI ; _ 1 I see 6 I MU. 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): 0.030 J 999 360 Enclosure:Closed M 870 /89 /398 /- /142 /- BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.076 J 999 240 H 870 /69 /387 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:26.51 ft HORZ(TL): 0.034 G - - M Min Brg Width Req= - 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: 0.402 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.581 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.892 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: A-B 7 0 D-E 192 -732 GCpi:0.18 Plate Type(s): B-C 89 -4 E-F 92 -107 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 C-D 167 -590 F-G 7 0 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:W4,W5,W7 2x4 HF#2: M-L 142 -127 J-I 522 29 Bracing L-K 288 79 I-H 0 0 (a)Continuous lateral restraint equally spaced on K-J 394 0 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-L 5 -11 D-J 307 77 bottom chord live load applied per IRC-15 section L-C 116 -904 J-E 170 100 301.5. C-K 250 -23 E-I 46 -831 Wind K-D 100 -85 F-I 60 -158 Wind loads based on MWFRS with additional C&C member design. End verticals 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 sheathin 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, Y lll,8$___ as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to Refer r 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 ANSI/ PI 1,or for handling shipping,installation and bradng 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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this absl ' general notes page and these web sites:ALPINE: www.alpineiiw.com,TP1:www.tuinst.orq;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.ore Job Number:0518186 Ply:1 SEQN:284347/T51/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: A7 Wgt:0.0 lbs ... / ... 05/23/18 IT3" I 9'1 t" I 19'10"8 I T3" T9" g11"8 0' 3• I 9'11" I 8"9 I 7 a..3 22 4%5 — :,_,z 1 /1111 :, 3X8 F� B/, s'444,,„4:5 11 5%0 l = -N. 1L K ® IH x15%4 X3%5 .3X, J 0'11" I ,zT5"8 3• I I�• 0'. 11 1 09 I °8 I 9'10'8 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): 0.025 E 999 360 M 877 /87 /387 /- /123 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.063 E 999 240 H 862 /65 /389 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.036 G - - M Min Brg Width Req= - Mean Height:26.01 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: 0.806 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.594 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.516 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: A-B 7 0 D-E 183 -712 GCpi:0.18 Plate Type(s): B-C 116 -559 E-F 88 -111 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 158 -436 F-G 7 0 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 M-L 0 0 J-I 512 -31 :W3,W4,W5,W7 2x4 HF#2: L-K 123 -108 I-H 0 0 Bracing K-J 410 -6 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading B-L 113 -838 D-J 216 -82 Bottom chord checked for 10.00 psf non-concurrent B-K 508 -18 J-E 160 79 bottom chord live load applied per IRC-15 section K-C 76 -251 E-I 48 -814 301.5. C-J 170 -96 F-I 63 -164 Purlins 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. End verticals 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 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 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,B7 or B10, TRU&$ Y as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to Ph' 'I`�__ drawings 160A-Z for standard plate positions. f + +*'""` 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 I P1 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 aawing 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.orgi SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284336/T1/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: B Wgt:0.0 lbs ... / ... 05/23/18 7'11"4 14'6"12 22' 7'11"4 678 I 7'5"4 4'6" 7'11"4 117 14'6'12 18' 22' 46" I 3'5"4 I 3'3"12 3,3"12 -I 3.5"4 I 4' I D ��T-1"71111.5X4 =6X8 T 12 D SCS I T2 R F 4pT3X5C G a 3X5 to T3 r (Vin V N M 4X12(8/3)13 H-6X8(**) N M L K J 1 1111.5X4 =4X5 =4X8 .H0508.4X5 1111.5X4 46" 3'5"4 3'312 3'3"12 3'5"4 4' I-1' 1 46" -I 7,11"4 I 11'3" I 14'6"12 I 18' I 22' 1 H 1' I 22' 'i 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.289 E 904 360 B 2429 /25 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.652 E 555 240 H 2385 /10 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 I - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.136 I - - B Min Brg Width Req= 2.6 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - TCDL:6.2 psf in rigid 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.945 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.942 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.440 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 -4 E-F 122 -5690 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 B-C 58-5396 F-G 119 -5339 Lumber Wind C-D 120-5537 G-H 59 -4830 D-E 122-5690 Top chord 2x4 HF#1&Bet.:T2 2x4 DF-L#2: Wind loads and reactions based on MWFRS. :T3 2x4 HF SS: Bot chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Wedge 2x4 HF Std/Stud: B-N 5058 -48 K-J 5026 -112 Special Loads N-M 5071 -53 J-I 4516 -54 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-L 5180 -113 I-H 4491 49 TC-From 65 plf at -1.00 to 65 plf at 7.94 L-K 5026 -112 TC-From 32 plf at 7.94 to 32 plf at 14.56 TC-From 65 plf at 14.56 to 65 plf at 22.00 Maximum Web Forces Per Ply(lbs) BC-From 4 plf at -1.00 to 4 Of at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 22.00 TC- 402 lb Conc.Load at 7.89,14.61 N-C 95 -221 L-F 863 -13 BC- 141 lb Conc.Load at 2.00,20.50 C-M 212 -111 F-J 487 0 BC- 144 lb Conc.Load at 4.00,18.50 M-D 715 0 J-G 644 -60 BC- 147 lb Conc.Load at 6.00,16.50 D-L 663 -12 G-I 96 -429 BC- 329 lb Conc.Load at 8.00,10.00,10.50,12.50 E-L 23 -239 14.50 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. **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 oherwise,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, TRU. 2�Lj!.- as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. E7efer to N i'S• 'wills 'Una? 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/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.sbcindustiv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284331/T88/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: Bt Wgt:0.0 lbs ... / ... 05/23/18 9'11"412'6"12 22' I 9'11"4 I 27"8 9'8'4 'I 911"4 12'6"1216'9" 22' I' S.9.. 4'2"4 27"8 I 4'2"4 I 53" I 0ig161,.9 E 5 T12 •• T 4 p e.1.5X4 C F A r 1.5X4 m o_ ie it, A 1116x8(G1) T =-4X5(82)B se 1L 12 1 Iii J I H (183) =3X5 =3X5=3X7 I- 1 7.8.. I T6" I 7' 1 1 T6" 15' 22' 1' 22' 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): 0.178 D 999 360 B 1060 /3 /446 /- /46 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.396 D 918 240 G 997 /- /409 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.063 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.141 H - - B Min Brg Width Req= 1.7 NCBCLL:10.00 TCDL:4.2 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: 0.827 Bearing B is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.893 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.241 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 0 D-E 428 -1434 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 486-2109 E-F 430 -1767 Lumber C-D 447-1855 F-G 468 -1994 Top chord 2x4 HF#2 Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Stub Wedge 2x6 HF#2: B-J 1924 -426 I-H 1455 303 Loading J-I 1455 -303 H-G 1808 -393 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. C-J 153 -335 E-H 368 -82 PurlinsJ-D 474 -55 H-F 145 -280 D-H 172 -212 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. **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 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 bracing installed per BCSI sections B3,B7 or B10, TRUSS 1:% as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to Ph-."i_e,Ponentr C' drawings 160A-Z for standard plate positions. " 'rs144... *' 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 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.oro.SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq J Job Number:0518186 Ply:1 SEQN:284329/T89/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: B2 Wgt:0.0 lbs ... / ... 05/23/18 I 11'3" I 22' I 11'3" 10.9" I I 117 16'9" I 22' I Dm5x5 T I �, I 12 4 p a v..1.5X4 C .E..4,1.5X4 v \ / 1116X8(F1) 4 (B2)B T T m Mi I H G B2 =3X5 m 3X5=3X5 7' I'1 1 7.6.. I 15' I 22' A 22' I-1 I 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.165 D 999 360 B 1005 /2 /446 /- /51 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.391 D 947 240 F 928 /- /388 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.058 G - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.138 G - - B Min Br Width Req1.7 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= - rigid 2.00 BCDL:6.0 psi Bldg Code: IRC 2015 Max TC CSI: 0.766 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.875 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.290 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 0 D-E 453 -1692 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 491 -1994 E-F 489 -1892 Lumber C-D 449-1767 Top chord 2x4 HF#2 Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Stub Wedge 2x6 HF#2: B-I 1824 -431 H-G 1284 -278 Loading I-H 1284 -278 G-F 1723 -410 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. C-I 165 -377 D-G 476 -61 Wind I-D 569 -77 G-E 155 -331 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)for g.safely 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 iRu.$s attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 010, i�L'a-'' as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to hl. earinenrt drawings 160A-Z for standard plate positions. Y?lik±4la>Y .??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 suitbility 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 lob's general notes page and these web sites:ALPINE: www.alpineitw.com.TPI:www.tninst.ora:SBCA:www.sbcindustry.com;ICC:www.iccsafe.ora Job Number:0518186 Ply:1 SEQN:284474/T71/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: C Wgt:0.0 lbs ... / ... 05/23/18 7'11" I 12'11"5 I 19'3"8 7'11" 5'0"5 6'4'3 4'1"4 T11" I '0" 12.11.5 19.1"6 1 D'3'8 4'1"4 3712 55 6'2'3 ' D 114X5 (DT-1"1 I 'IX' iii 2 /3X5D FG 95X5 0 -.. Nii� T=5X7183)B _ 1 111.5X4 .4X5 se6X6 113X10 1 4'1.4 35"12 5'0"5 673 .1 4'1'4 T11' I 1211"5 19'1"8 ZHA 143'8 F'1I I 1978 19'3"8 Loading Criteria(psi) 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): 0.057 K 999 360 B 1680 /289 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.133 K 999 240 H 1949 /331 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):0.044 C - - B Min Brg Width Req= 2.8 NCBCLL: 10.00 Mean Height:22.40 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= - TCDL:6.0 psf rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.520 Bearing B is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.803 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.608 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 -11 D-E 283 -1348 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 384-2144 E-F 372 -1761 Lumber C-D 413-1929 F-G 6 -1 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W4 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :W6 2x4 DF-L Std/Stud: B-L 1633 -287 J-I 32 -6 Special Loads L-K 1632 -289 I-H 0 0 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-J 1454 -310 TC-From 68 plf at -1.00 to 68 plf at 7.92 TC-From 34 plf at 7.92 to 34 plf at 12.94 Maximum Web Forces Per Ply(lbs) TC-From 34 plf at 12.94 to 34 plf at 19.29 Webs Tens.Comp. Webs Tens. Comp. BC-From 5 plf at -1.00 to 5 pit at 0.00 BC-From 10plf at 0.00 to 10 plf at 19.29 L-C 110 0 E-J 813 -157 TC- 297 lb Conc.Load at 7.85 C-K 0 -198 J-F 1376 -289 BC- 106 lb Conc.Load at 2.00 K-D 728 -99 F-I 310 -1449 BC- 108 lb Conc.Load at 4.00 D-J 42 -164 BC- 111 lb Conc.Load at 6.00 BC- 260 lb Conc.Load at 8.00,10.00,12.00,15.23 17.23,19.23 BC- 262 lb Conc.Load at 13.23 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 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly t itUS� '....W.:__,‘, attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. defer to 11#^."1eEF 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 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;TPl:www.tpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284338/T34/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 7 FROM:IKE DRW: Truss Label: Cl Wgt:0.0 lbs ... / ... 05/23/18 I 10'61 I 1935 I 1659 8.195 I 5'3" I 10'59 I 158'13 191"8 18'8 5'29 53"10 3'011 0..4X5 '&1 5)(40„ t, 9 E\3X5 \ FG 11.5X4 Alik 13X5(62)8 -� A K J '' IH ..305 ..3X5 611" 70"5 579 F 1 , 611" I 1311"5 I 191'8 Is 19'3 �1 8 1'1' I 19'5 8 I 19'3"8 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 K 999 360 B 920 /63 /435 /- /143 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.088 K 999 240 H 840 /50 /376 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.015 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.34 ft HORZ(TL): 0.038 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= - rigid 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.317 Bearing B is a 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: 0.520 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 D-E 179 -851 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 128-1090 E-F 61 -72 Lumber C-D 195 -950 F-G 7 0 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading B-K 786 -74 J-I 611 -54 K-J 509 0 I-H 0 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C C-K 139 -281 J-E 137 48 member design. K-D 421 -79 E-I 83 -933 D-J 237 -53 F-I 35 -103 **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 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, YRU.SS :.1 3_. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ttefer to N"''.'tea nenn'ff drawings 160A-Z for standard plate positions. 1".'°"'." 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.toinst.oro;SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284341/T27/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: C2 Wgt:0.0 lbs ... / ... 05/23/18 10'53 19'3'8 1953 I 810'5 / DT 10'5.3 168'13 19'1'8 1I2, 3'8 5'3' I '' I 5'3'10 I 3'0'11 t. — �4%5 OF 2 9 \1B%4 )111110p ��3%5 m �\ E F 111.5%0 13X5(82)A -� 5, — I - _ — 1 I -.A HG X3%5 a3X5 A511' I TO, I 5'2'3 L'11' 13'11'5 19'1'8 �j 11.8 lame 19'3'8 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): 0.034 J 999 360 A 846 /51 /391 /- /133 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 J 999 240 G 842 /53 /376 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.71 ft HORZ(TL): 0.038 F - - A Min Brg Width Req= 1.5 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: 0.283 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.459 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.522 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 130-1097 D-E 61 -72 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 197 -959 E-F 7 0 Lumber C-D 180 -854 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading A-J 794 -76 I-H 613 54 Bottom chord checked for 10.00 psf non-concurrent J-I 511 0 H-G 0 0 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C B-J 140 -288 I-D 137 48 member design. J-C 431 -81 D-H 83 -935 C-I 236 -53 E-H 35 -103 ''*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 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 proper y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Ins ailed per BCSI sections B3,B7 or B10, iRUISS :11t.;• - as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to PIS-• ' f11PONEDFI drawings 160A-Z for standard plate positions. rraet3r+•.aY 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 pressional ) 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.oro;SBCA:www.sbcindustry.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284343/T52/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 4 FROM:IKE DRW: Truss Label: C3 Wgt:0.0 lbs ... / ... 05/23/18 I 16513 l 19'10'8 10'S3 9'515 I l 57 Fr I 165.3 i 15'8113 18'8'8 1�'1'IO'8 5'3' 5'2.3 5'3'10 I 3'11.11 7' C=4/15 12 9 ♦1.5X1 a D\3 5 E .� EF 111.5X1 1325(e2)A _� EI _ 1X'H =3X5 =3X5 < ` 6111 I 7.015 5'913 611' 13'11'5 I 19'8'8 10.8 I 19'16'8 19'10.8 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: 0.037 J 999 360 Enclosure:Closed ( ) A 871 /53 /402 /- /136 /- BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.093 J 999 240 G 8688 - /54 /392 /- / /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.048 F - - A Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.71 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: 0.281 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.458 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.626 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: A-B 136-1137 D-E 56 -111 GCpi:0.18 Plate Type(s): B-C 203 -998 E-F 7 0 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 191 -940 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:W2,W3 2x4 HF#2: A-J 825 -69 I-H 715 -57 Loading J-I 544 0 H-G 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. Wind B-J 141 -287 I-D 134 -119 Wind loads based on MWFRS with additional C&C J-C 427 82 D-H 78 974 member design. C-I 305 -64 E-H 47 141 **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 prior to performing these functions. Installers shall provide temporary bracjng 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 bracingnstalled per BCSI sections B3,B7 or B10, TRUSS 11%1-,- 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 h` 'i`ffr�r5rdEnirs drawings 160A-Z for standard plate positions. rx !*.F a.r:l..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.. 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.alpineitw.com;TPI:www.toinst.oro;SBCA:www.sbcindustrv.com-ICC:www.iccsafe.ore Job Number:0518186 Ply:2 SEQN:284477/T97/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: D1 Wgt:0.0 lbs ... / ... 05/23/18 I s s 2 Complete Trusses Required 56.11 I 8'118 15'2.14 I 68'11 2'4.11 I 81.8 I 3' 58.11 8'11.6 12'8• ,5'2.14 I 3• I 3'6',1 ! r4n I 3.6.11 I z•5•,4 I CI E45,0.14 r iX5 2 p a 5,3X5 F. 1 .15X5(83) I I F 113X10(513) H 3X5 =4X5 .',11103 113X5 3' 3'8.11 2'4.11 3'8.11 z'8.14 I 3' 8.6.11 I 6'„•s I ,28• I 5'z'14 I ,5.2.14 ,5'2.14 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 Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.0481 999 360 A 3537 /303 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.1121 999 240 F 3779 /377 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.022 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.050 G - - A Min Brg Width Req= 1.9 Mean Height:23.08 ft F Min Brg 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Width Req= - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.462 Bearing A is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.643 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.498 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 180-2067 D-E 155 -1610 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 149-1625 E-F 203 -2024 Lumber C-D 101 -1107 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 Wedge 2x4 HF Std/Stud: A-J 1412 -120 H-G 1358 -134 Nailnote J-I 1405 -119 G-F 1364 -134 Nail Schedule:0.131"x3",min.nails I-H 1090 -95 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.25"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. J-B 517 -17 D-H 977 -71 B-I 31 -386 H-E 42 -318 Special Loads I-C 966 -53 E-G 471 -40 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-H 48 -16 TC-From 70 plf at 0.00 to 70 plf at 6.55 TC-From 70 plf at 6.55 to 70 plf at 8.95 TC-From 70 plf at 8.95 to 70 plf at 15.24 BC-From 10 plf at 0.00 to 10 plf at 15.24 BC- 871 lb Conc.Load at 2.00,4.00,6.00,8.00 BC- 877 lb Conc.Load at 10.00 BC- 870 lb Conc.Load at 12.00,14.00 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,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 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 jnslalled per BCSI sections B3,B7 or B10, a ra nEnn as applicable. Apply plates 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/IP! 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 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284373/T29/HIPS BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: D Wgt:0.0 lbs ... / ... 05/23/18 3117 95"9 I 15714 { 5'11'7 372 575 5'117 I 9'65 I 15714 I 5'11"7 37"2 5'8"5 D_4 DIME ''4DX5 � � 1=� 12 2 B4X5(B1)El io E 113X1)("') 1 A , , I G F 114X5 =4X5 - 9" 5.11.7 372 575 1 5.11.7 I 9'6"9 I 15714 1 g'I 15'714 15714 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): 0.038 G 999 360 B 1701 /273 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.088 G 999 240 E 1636 /257 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.034 F - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:22.40 ft Code/Misc Criteria CreepFactor:2.0 E Min BrgWidth Req - TCDL:4.2 psf BearingB a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.525 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.499 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.356 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 -10 C-D 222 -1229 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 358-1883 D-E 352 -1847 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 :Rt Wedge 2x4 HF Std/Stud: B-G 1224 -224 F-E 1197 -220 G-F 1240 -225 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC-From 70 plf at -0.75 to 70 plf at 5.95 Webs Tens.Comp. Webs Tens. Comp. TC-From 35 plf at 5.95 to 35 plf at 9.55 TC-From 70 plf at 9.55 to 70 plf at 15.24 C-G 699 -52 F-D 668 -46 BC-From 6 plf at -0.75 to 6 plf at 0.00 C-F 6 -25 BC-From 10 plf at 0.00 to 10 plf at 15.24 TC- 293 lb Conc.Load at 5.93,9.57 BC- 143 lb Conc.Load at 2.00,13.50 BC- 148 lb Conc.Load at 4.00,11.50 BC- 341 lb Conc.Load at 6.00,7.50,9.50 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. **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]nstalled per BCSI sections B3,B7 or B10, TRUE ,1�",. 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_'. _____ lEnirs drawings 160A-Z for standard plate positions. r_7r_,saat _• _+-+_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 truss in conformance with ANSI/TPb 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page . listingthis drawingindicates acceptance of professionsresponsibility 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.aloineitw.com;TPI:www.tpinst.orgi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284456/T3/GABL BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: E Wgt:0.0 lbs ... / ... 05/23/18 6I I e I s' I I F-r-.-1,H F-r6•-.I .ors ii D 011ilikil 12CT J/� N '� I �4X51G1)e,,/f■�1 ' "4.5(e+) 6 `, itq 561E j 566 fl 5'6"6 1-1. le' I 11,6116 I',, F1'-I F-rI s II 12 6 I ,'-1 I 12' 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: 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: 0.001 F 999 360 Enclosure:Closed ( ) B 199 /60 /162 /- /172 /6.5 8 - BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.001 F 999 240 g* 95 /17 /82 /- / /66.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 I - - 0* 72 /35 /52 /- /- /66.5 EXP:B Des Ld: 42.00 HORZ(TL): 0.004 I - - J 199 /47 /100 /- /- /5.5 NCBCLL: 10.00 Mean Height:22.30 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.110 B Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 B Min Brg Width Req= - Factors Used:Yes Max Web CSI: 0.046 0 Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep J Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Bearings B,B,0,&J are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 A-B 57 0 F-G 148 -38 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud B-C 98 -131 G-H 89 -34 :Lt Stub Wedge 2x4 HF Std/Stud: C-D 81 -88 H-I 39 -50 :Rt Stub Wedge 2x4 HF Std/Stud: D-E 89 -65 I-J 44 -92 E-F 148 -38 J-K 57 0 Plating Notes All plates are 1.5X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading Truss designed to support 1-0-0 top chord outlookers B-R 127 89 O-N 153 93 and cladding load not to exceed 3.00 PSF one face R-Q 137 87 N-M 146 85 and 24.0"span opposite face.Top chord must not be 0-P 146 -90 M-L 137 -80 cut or notched. P-O 153 -93 L-J 128 -65 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. Wind F-O 10 -180 Wind loads based on MWFRS with additional C&C member design. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Additional Notes See DWGS A12030ENC101014,GBLLETIN1014,& C-R 82 -112 N-G 71 129 GABRST101014 for gable wind bracing D-Q 58 99 M-H 58 99 requirements. E-P 71 -129 L-I 82 -112 Shim all supports to solid bearing. **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,handlinq shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for g,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_permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7,_or B10, 1PWU,&8 as applicable. Apply plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to Nti " epora drawings 160A-Z for standard plate positions. ,! !_w__d_*�7_•_' Alpine,a division of ITW Buildinl1Components 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 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.orq,SBCA:www.sbcindustrv.com;ICC:www.iccsafe.or5 Job Number:0518186 Ply:1 SEQN:284453/T18/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: El Wgt:0.0 lbs ... / ... 05/23/18 F s I s I I e I t2 I 6 — c/4xs -1 — 2 I I, • IITF PI 4 i 14%0 ....,,I, pX9(G1) 1 X 2 '` E I-1 i I 5'58 I 5'88 I tT-1 11'50 SB I-1 I 6 I 6 I 1'+l I 12' 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/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 B 628 /23 /293 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.055 F 999 240 D 628 /23 /293 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.030 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.30 ft HORZ(TL): 0.076 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.384 Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.323 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.343 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): . A-B 51 0 C-D 4 -920 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 4 -920 D-E 51 0 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 B-F 637 -41 F-D 637 -34 :Lt Stub Wedge 2x4 HF Std/Stud: :Rt Stub Wedge 2x4 HF Std/Stud: o. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent C-F 674 0 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)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 permanent lateral restraint of webs shall have bracinq�Installed per BCSI sections B3,B7 or 610, TRIJ -11,jtf.;:as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ft s,-."`r,OPO ilEr. drawings 160A-Z for standard plate positions. a}Y!rtiel.-71.: 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 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.sbcindustry.com'ICC:www.iccsafe.ore Job Number:0518186 Ply:1 SEQN:284254/173/HIP_ BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: FG Wgt:0.0 lbs ... / ... 05/23/18 1'8"14 3'5 9 1'8"14 I 1'8"11 '2 18.14 I 3'5'•9 37'11 '2 1'8"11 1'8"11 '2 T Bw4X5 �1 2 20 -I A , _C 11I := �,ra�� D '2 1811 I 1'8"11 2 '2 1'8"14 3'5'9 3'S"11 3'511 3'511 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 A* 2 /- /- /- /- /41.7 BCLL: 0.00 Enclosure:NA Lu: - Cs: -ate VERT(TL): 0.000 D 999 240 Category:NA A Min Brg Width Req= - BCDL: 10.00 9 ry Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. EXP:NA Des Ld: 42.00 Mean Height NAR HORZ(TL):-0.000 D - - 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 1 -1 B-C 1 -1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Wind A-D 0 0 D-C 0 0 This"Hip Frame"may be used in place of purlins on Maximum Gable Forces Per Plylbs the hip plane to brace the flat top chord of hip ( ) trusses.See detail drawing HIPFRAME1014 or Gables Tens.Comp. HIPFR1801014 for additional information. B-D 0 -1 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 3X5(D1)except as noted. **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 anSBCA)tsafety 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 propefly attached rigid ceilingLocations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, MISS ^-11;-;_:.a. as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. ♦7efer to t 1,'.'iia Irn3 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 PI 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.aloineitw.com TPI:www.toinstorq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284220/T23/HIP_ BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: FG1 Wgt:0.0 lbs ... / ... 05/23/18 3.10..9I 7'8"15 3'10"9 3'176 '4 2' i 3'17553 7'8'15 7'"3 '4 1'11"12 1'10'5 I '9" 1'10"9 I 1'11"12 d'4 ca4X5 /' 12.73/111114% I �3X5(D7 ,EX5(D1) Affiliumil H G F '4 1'11"121'10"9 1'10"9 1'11"12 01'40.'4 2• I 3'10"9 5'9"3 I 7'715 79"3 7.9••3 II 7'9"3 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 Pt:21.2 Ce: - VERT(LL):0.000 - - 360 A* 2 /- /- /- /- /93.2 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 H 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 Des Ld: 42.00 Mean Height:NAR HORZ(TL):-0.000 F - - 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 1 0 C-D 1 -1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.001 B-C 1 -1 D-E 1 0 Loc.from endwall:NA FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Wind A-H 0 0 G-F 0 0 This"Hip Frame"may be used in place of purlins on H-G 0 0 F-E 0 0 the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Lumber Top chord 2x4 HF#2 C- 0 -2 F-D 0 2 G C- -2 G 0 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. **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)fr 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 sheathingand bottom chord shall have a properly *�� i-_ attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, Tre.S.11 �at r;a:__ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to Ilii r+aa*Gir+•a=- , drawings 160A-Z for standard plate positions. -• •—T..-.-•.--•- 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 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.oro;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.ory Job Number:0518186 Ply:1 SEQN:284253/T82/HIP_ BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: FG2 Wgt:0.0 lbs ... / ... 05/23/18 3'3"4I 6.6"5 3'3"4 3'3"1 '4 2' 374 49 6'6"5 6'"9 0'4 1'11"12 I 1'3"4 I '6" 1'3"4 I 1'11"12 9, 4 D=4X5 I\ 12 2.65 L, B /1 D 1 =3X5(D1) .,� �,._EX5(D1) H G F 4 111"12 174 174 1'11"12 4 4 2' I 3'3"4 I 4.6"9 I 6'6"5 6 "9 I 6.79 679 Loading Criteria(pt.) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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 /- /- /- /- /78.6 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 H 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 ( ) 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 1 0 C-D 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 B-C 1 0 D-E 1 0 Loc.from endwall:NA FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Wind A-H 0 0 G-F 0 0 This"Hip Frame"may be used in place of puffins on H-G 0 0 F-E 0 0 the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Lumber Top chord 2x4 HF#2 C- 0 -2 F-D 0 2 G C-G 0 1 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. **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 ComponentSafety 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 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 1`;' as applicable. AppTplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 1\1\'.'_15ta_Oramrs drawings 160A-Z for standard plate positions. *--2:-..!.: 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 bradng 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.orgy SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284464/T81/GABL BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: G Wgt:0.0 lbs ... / ... 05/23/18 I 6,,, I 132.2 132.2 I 10,. I 972 I g81 I 6".7I s,,, I zg„ I ,�,. I I 1.-' 1.g1,71 10; E -{ T � 1 I ., ,.,ill___- /...L�;.. , =saoo., _ f7 r1 i „11 i I „� I ,sol F*-1 I I s1a 1 I ,1s 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: 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): 0.038 N 999 360 A 197 /52 /212 /- /242 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.100 N 999 240 A* 149 /42 /83 /- /- /90.0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.051 N - - L 783 /- /352 /- /- /5.5 EXP:B Des Ld: 42.00 Mean Height:24.17 ft HORZ(TL): 0.135 N - - 0 /307 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.526 A Min Brg Width Req= 1.5 TPI Std: 2014 Max BC CSI: 0.324 A Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 L Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.422 Bearings A,A,&L area rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s). Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 HF#2:T2 2x6 HF#2: A-B 120 -263 G-H 104 165 Bot chord 2x4 HF#2 B-C 97 -185 H-I 104 181 Webs 2x4 HF Std/Stud:M5,M6 2x4 HF#2: C-D 86 -181 I-J 52 195 :Rt Stub Wedge 2x4 HF Std/Stud: D-E 71 -181 J-K 94 -277 E-F 80 -131 K-L 0 -1279 Plating Notes F-G 36 -257 L-M 57 0 All plates are 1.5X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss designed to support 1-0-0 top chord outlookers A-T 238 -111 Q-P 247 107 and cladding load not to exceed 3.00 PSF one face T-S 243 -109 P-O 797 0 and 24.0"span opposite face.Top chord must not be cut or notched. S-R 244 -108 O-N 902 0 Bottom chord checked for 10.00 psf non-concurrent R-Q 245 -108 N-L 870 0 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C P-U 0 -984 W-X 0 903 member design. U-V 0 -980 X-K 20 -913 V-W 15 -979 N-K 827 0 Additional Notes See DWGS A12030ENC101014,GBLLETIN1014,& Maximum Gable Forces Per Ply(lbs) GABRST101014 for gable wind bracing Gables Tens.Comp. Gables Tens. Comp. requirements. U Shim all supports to solid bearing. C-T 96C-S 511 -114 H--114 H-V 81 10 V 0 -110 D-R 59 -125 I-W 54 -109 E-Q 88 -57 J-X 29 -75 P-F 19 -309 **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)t '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 bracing installed per BCSI sections B3,B7 or 010, T U: �,L'" as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F�efer to hh-. ___ OnEiai drawings 160A-Z for standard plate positions. r11r1r ..l.rd"'"^" 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 5awing 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:5yww.tpinst.oral SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284458/T76/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 6 FROM:IKE DRW: Truss Label: G1 Wgt:0.0 lbs ... / ... 05/23/18 I sen I I F s I 472 I 4*7 I I 014x8 _ II F- 12[ ...1'''' "�i,.x4 T \ iilx ,...3x5(82, :: '.'a«„ I ,ns I ses I 'ss I+'i I ,es 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): 0.078 G 999 360 A 884 /37 /415 /- /216 /5.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.205 G 999 240 E 969 /49 /454 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.070 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.183 G - - A Min Brg Width Req= 1.5 Mean Height:24.17 ft E Min BrgWidth Req1.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.406 Bearings A&E are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.608 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.313 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 112-1019 D-E 66 -1765 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 191 -842 E-F 51 0 Lumber C-D 161 -1594 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :Rt Stub Wedge 2x6 HF#2: A-H 640 -53 G-E 1285 0 Loading H-G 565 -38 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 B-H 157 -254 C-G 1216 -11 Wind loads based on MWFRS with additional C&C H-C 210 -161 G-D 163 215 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)fsafety 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 bracingg installed per BCSI sections B3,B7 or 810, TRUE as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f�2efer to hlti 't`iFraPOnEi drawings 160A-Z for standard plate positions. `A!'}`eql:'•'=""-` 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.alnineitw.com,TPl:www.tpinst orgy SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284460/T28/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: G2 Wgt:0.0 lbs ... / ... 05/23/18 I 99'2 ! 1961 I q9? 90'14 I 5 5' I 99'2 I 1414 I 491012 I 9'2 c-ass 2 `15X48 r u� v1sx4 A3X5 82) /Ah„.E113115932) _ I - - • F 1 H G •395 n3X5 _ Tt'0 15'3'4 T1,T1'8 I 2'4'12 I 196' A 1'..1 I 1561l 1'.1 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): 0.025 G 999 360 A 704 /42 /406 /- /217 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.069 G 999 240 E 933 /58 /449 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.033 G - - A Min Brg Width Req= - Mean Height:24.17 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.262 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.376 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.227 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 116 -812 D-E 115 -980 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 216 -803 E-F 53 0 Lumber C-D 215 -835 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Hangers/Ties A-H 565 -58 G-E 608 0 H-G 413 -29 (J)Hanger Support Required,by others 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 B-H 163 -199 C-G 366 -107 301.5. H-C 335 -112 G-D 161 -254 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,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 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,B7 or B10, TR -�11,�L''_.,- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to f•f�'.'F AP6nENTS drawings 160A-Z for standard plate positions. t.Yrx�lit ul.l ':"!!:' 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 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.alpineitw.com;TPI:www.tpinst.ors,SBCA:www.sbcindustrv.com;ICC:www.iccsafe.ors Job Number:0518186 Ply:2 SEQN:284385/125/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: G3 Wgt:0.0 lbs ... / ... 05/23/18 5 5 2 Complete Trusses Required 972 9'9'2 19'6. I 9'9'2 15'412 416 l s•2",o 5'7.10 414 G�4%6 12 ,O 2 GO /6X6(e6R)Ai 6XB(e6R) 11,12 .6G X8 13%I 5'.9'10 ;1:: I 4'1.4 1992 15412 196" 196 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): 0.098 G 999 360 A 7081 /677 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.228 G 999 240 E 5128 /457 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.099 B - - A Min Brg Width Req= - Mean Height:24.66 ft E Min BrgWidth NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req= 2.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.686 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.702 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.979 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 404-4127 C-D 219 -2239 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 219-2237 D-E 279 -30833 Lumber Top chord 2x4 DF-L#2:T2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Std/Stud:W3 2x4 HF#2: A-H 2858 -275 G-F 2115 187 :Lt Wedge 2x8 DF-L SS::Rt Wedge 2x8 DF-L SS: H-G 2836 -273 F-E 2124 187 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:2 Rows @ 5.00"o.c.(Each Row) H-B 2217 -190 G-D 58 -721 Webs :1 Row @ 4"o.c. B-G 166-1632 D-F 915 -34 Use equal spacing between rows and stagger nails in each row to avoid splitting. C-G 2851 -221 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 70 plf at 0.00 to 70 plf at 9.76 TC-From 70 plf at 9.76 to 70 plf at 19.50 BC-From 10 plf at 0.00 to 10 plf at 19.50 BC-1138 lb Conc.Load at 1.50 BC-1139 lb Conc.Load at 3.50 BC-2303 lb Conc.Load at 4.13 BC- 870 lb Conc.Load at 5.50,7.50 BC- 862 lb Conc.Load at 9.50 BC- 868 lb Conc.Load at 11.50,13.50,15.50,17.50 Hangers/Ties (J)Hanger Support Required,by others 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 sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10' :fan'En7r>¢ as applicable. Applplates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Defer 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 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.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284469/T84/GABL BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: H Wgt:0.0 lbs ... / ... 05/23/18 ssI 13'I I ss• ss se I 13 se ss E.-1.2.4-1,1.-1 I—2'3 TM Ga4k5 _ ii F N E I �'I 2 F 2 O C J■■ ■■ K 13051021 Ir1/f11111: r.1, ,.L 13%5(82) F 1 A ' M V U T SR GIP ON _ I 13 I F r l ec I s3 I 1,i F,,....1 H''.1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PEE) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF 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): 0.001 G 999 360 B* 113 /13 /48 /- /14 /156 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 G 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 E - - B Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:22.55 ft HORZ(TL):-0.005 E - - Bearing B is a rigid surface. NCBCLL: 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: 0.111 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.154 A-B 60 0 G-H 139 -53 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: B-C 49 -113 H-I 80 -60 GCpi:0.18 Plate Type(s): C-D 53 -63 I-J 87 -86 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 D-E 39 -46 J-K 101 -111 Lumber E-F 80 -41 K-L 99 -140 Top chord 2x4 HF#2 F-G 139 53 L-M 60 0 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-V 139 -70 R-Q 147 -75 All plates are 1.5X4 except as noted. V-U 142 -72 Q-P 146 76 Loading U-T 144 -73 P-O 144 -76 T-S 146 -74 O-N 142 -77 Truss designed to support 1-0-0 top chord outlookers S-R 147 -75 N-L 138 -79 and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched. 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 G-R 3 -169 301.5. Wind Maximum Gable Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Gables Tens.Comp. Gables Tens. Comp. member design. C-V 59 -56 Q-H 66 -145 Additional Notes D-U 64 -117 P-I 67 -116 E-T 67 -116 O-J 64 -117 See DWGS A12030ENC101014,GBLLETIN1014,& F-S 66 -145 N-K 58 -56 GABRST101014 for gable wind bracing 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,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 i attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinpp__Installed per BCSI sections B3,B7 or 810, hTIRU8S A 1n,:z, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ,dy____ NTP 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 dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this iob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.oraj SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284466/T78/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 5 FROM:IKE DRW: Truss Label: H1 Wgt:0.0 lbs ... / ... 05/23/18 I 6.6. I 13• I 66' 6.6.. I 13' I 6'6" 66• _ 0/4X5(R1) _ 4. 12 12 113X5(82)B 0 13X5(82) 1 AF E 11.5X4 F'1 66.. I 53 j 1'-.I I„1. I 13' 13 I 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): 0.006 F 999 360 B 659 /30 /314 /- /163 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.012 F 999 240 D 659 /30 /314 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.55 ft HORZ(TL):-0.014 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.491 Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.427 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.140 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 53 0 C-D 91 -606 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 91 -606 D-E 53 0 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 B-F 325 -19 F-D 325 -19 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. 301.5. C-F 298 0 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,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 a herwise,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 �11%. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to r`l-•.' na6NEPR1 drawings 160A-Z for standard plate positions. Mxrr4hitCrid•a•-1** 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 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.orgj SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284471/T93/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: H2 Wgt:0.0 lbs ... / ... 05/23/18 I 66. ! 13 66' 06' 66 I 13 66' 66' T Bi4x5(R1) 12 12 17 13X5(82)' C 13X5(82) _ 1 D - 01.5x4 66 66' l 66" I 13' I 13 13 ! Loading Criteria(psi) 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): 0.007 D 999 360 A 584 /21 /273 /- /126 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.012 D 999 240 C 584 /21 /273 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.018 D - - A Min Brg Width Req= 1.5 Mean Height:23.05 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= 1.5 s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 Bearings A&C are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.433 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.141 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 94 -615 B-C 94 -615 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-D 334 0 D-C 334 0 Webs 2x4 HF Std/Stud 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-D 301 0 301.5. 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)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 for ermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, ITIFI 1L% .. as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hlc "i 5`mPonEnil drawings 160A-Z for standard plate positions. hili ria t ler+"'"^" 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.oroi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284420/T75/GABL BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: J Wgt:0.0 lbs ... / ... 05/23/18 I I I I ss 1 I H 11a'-1-1'a'-1 FM Fears T. ii Tillit111111:. n soe sa"e fl E1. in 'e 1'19 F1'-1 I-,' I sus. I ss.. I r-I I „ 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: 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): 0.001 F 999 360 Enclosure:Closed B 184 /50 /144 /- /150 /5.5 BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.001 F 999 240 B* 98 /14 /82 /- /- /60.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 H - - O* 72 /38 /53 /- /- /60.5 EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.003 H - - J 184 /41 /87 /- /- /5.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.110 B Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 B Min Brg Width Req= - Factors Used:Yes Max Web CSI: 0.032 0 Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep J Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Bearings B,B,0,&J are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 A-B 57 0 F-G 133 31 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud B-C 83 -113 G-H 73 29 :Lt Stub Wedge 2x4 HF Std/Stud: C-D 77 -80 H-I 37 -42 :Rt Stub Wedge 2x4 HF Std/Stud: D-E 73 -58 I-J 35 -76 E-F 133 -35 J-K 57 0 Plating Notes All plates are 1.5X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading Truss designed to support 1-0-0 top chord outlookers B-R 119 81 O-N 150 86 and cladding load not to exceed 3.00 PSF one face R-Q 132 80 N-M 142 79 and 24.0"span opposite face.Top chord must not be Q-P 142 -84 M-L 132 -71 cut or notched. P-O 150 -86 L-J 120 -58 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Gable Forces Per Ply(lbs) 301.5. Gables Tens.Comp. Gables Tens. Comp. Wind C-R 67 -79 N-G 74 -127 Wind loads based on MWFRS with additional C&C D-Q 65 -103 M-H 65 103 member design. E-P 74 -127 L-I 67 -79 F-O 7 -161 Additional Notes See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing requirements. Shim all supports to solid bearing. *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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 MISS JG2••_ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' hl\• `'`t5Ohrsi drawings 160A-Z for standard plate positions. h_xx tlr_ _...... _+*• 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/I-PI 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.comiTPI:www.teinst.org:SBCA:www.sbcindustry.conT ICC:www.iccsafe.ore Job Number:0518186 Ply:1 SEQN:284417/T72/COMN BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: J1 Wgt:0.0 lbs ... / ... 05/23/18 ! se I sc I 56- 11' I SS I SK I 0+4X5 2 I 2 ■ T F A4%8\3X1(81) 10 Ip 1(G1) Iii to a 6 , , A .. 2 a 5178 50-6 I-1-LL§II 56' I 106'8 I 81`1-I S� l9 I-1. I 56' I I 1,i 56' 58' I 11. 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.019 F 999 360 B 582 /- /271 /- /133 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.048 F 999 240 D 582 /- /271 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.065 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 TCDL:4.2 psf surface.B&D are a s Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.310 Bearings rigid Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.268 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.306 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 51 0 C-D 3 -829 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 4 -829 D-E 51 0 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 B-F 569 -29 F-D 569 -23 :Lt Stub Wedge 2x4 HF Std/Stud: :Rt Stub Wedge 2x4 HF Std/Stud: Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section C-F 600 0 301.5. 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,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 0 herwise,lop 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, TRUSS is' 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,.-. fiEr drawings 160A-Z for standard plate positions. '*► -.N‘'`,. .7'...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/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 use of this rawing 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.tpinstorq;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284431/T60/GABL BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: K Wgt:0.0 lbs / ... 05/23/18 i Kers ,ore I MS I I sr,i I a772 I ese I I^cre--F,'<..f I-2re'-.1 J E 1111iL11116H Ta. a2, gay e,i� • \ Tl ./ a �e S 1-- ,o�< 1 er12 F'-Is( „ 1 s I''i F''I ee 1 sae i. 1 I r.{ 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: 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 VERT(LL): 0.045 E 999 360 B 586 /57 /330 /- /237 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.119 E 999 240 X 771 /64 /567 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.041 E - - 0* 97 /9 /55 /- /- /96.0 EXP:B HORZ(TL): 0.108 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:6.0 psf psf Soffit: 2.00 BCDL:6.0Bldg Code: IRC 2015 Max TC CSI: 0.481 X Min Brg Width Req= 5.5 TPI Std: 2014 Max BC CSI: 0.303 W Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 Bearings B,X,&W are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.880 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 57 0 I-J 322 -96 Top chord 2x4 HF#2 B-C 264 -838 J-K 261 -79 Bot chord 2x4 HF#2:B3 2x4 DF-L#2: C-D 288 -203 K-L 207 65 Webs 2x4 HF Std/Stud D-E 249 -164 L-M 153 51 :W2,W3,W4,M4 2x4 HF#2: E-F 293 -143 M-N 100 -37 :Lt Stub Wedge 2x4 HF Std/Stud: F-G 321 -125 N-O 79 -44 G-H 360 -108 O-P 60 0 Bracing H-I 377 -110 (a)Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All plates are 1.5X4 except as noted. B-Y 545 -109 T-S 40 35 Y-X 532 -102 S-R 38 -32 Loading W-V 43 -41 R-Q 36 -30 Truss designed to support 1-0-0 top chord outlookers V-U 42 40 Q-O 35 29 and Gadding load not to exceed 3.00 PSF one face U-T 41 38 and 24.0"span opposite face.Top chord must not be cut or notched. 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 301.5. Y-C 543 -33 AB-X 222 -755 C-Z 241 -769 G-X 147 -429 Wind Z-AA 185 -670 W-X 140 -174 Wind loads based on MWFRS with additional C&C AA-AB 214 -725 W-H 0 -132 member design. Maximum Gable Forces Per Ply(lbs) Additional Notes Gables Tens.Comp. Gables Tens. Comp. See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing Z-D 135 78 T-K 59 125 requirements. AA-E 39 -75 S-L 59 -117 Shim all supports to solid bearing. AB-F 11 41 R-M 60 113 V-I 70 -86 Q-N 28 -36 U-J 69 -126 **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,handlingshipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI end SBCA)for 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 sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingcLinsalled per BCSI sections B3,B7 or B10, TRU.$S T ,- as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to I'Iti-." iP6nErur drawings 160A-Z for standard plate positions. ..'•17..! 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 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.oroi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284422/T70/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: K1 Wgt:0.0 lbs ... / ... 05/23/18 1 1078 10:8 l age I l15' 1Er sr,z l ac,z i 4855 l < I _ :7E11 sx ?,sx,5 i T it ��\ 1, 1 �f a i 1 10550 1 a:,z---.i 1-' ( 9,17 155,515 17118' a 1'l l 55555 Is „ I, I ,55 l 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): 0.017 K 999 360 B 547 /32 /298 /- /210 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.051 K 999 240 J 951 /- /608 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 I - - G 412 /59 /272 /- /- /5.5 Des Ld: 42.00 EXP.B HORZ(TL): 0.066 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.343 J Min Brg Width Reg= 5.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 G Min Brg Width Req= 1.5 RepFactors Used:Yes Max Web CSI: 0.700 Bearings B,J,&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber A-B 51 0 E-F 285 -93 Top chord 2x4 HF#2 B-C 227 -750 F-G 234 -276 Bot chord 2x4 HF#2:B3 2x4 DF-L#2: C-D 285 -142 G-H 53 0 Webs 2x4 HF#2 D-E 382 -115 :W1,W5 2x4 HF Std/Stud: :Lt Stub Wedge 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 B-K 511 92 I-G 142 58 member. K-J 498 -86 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 301.5. K-C 539 -18 I-J 192 -490 C-J 182 -659 I-E 143 -256 Wind D-J 160 -456 I-F 121 -224 Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. **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,handlinqg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)far 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 bracingins-talled per BCSI sections 63,B7 or B10 T1WS$ ;];>J•.. as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to' ht....,•'COMPUnE^ri1. drawings 160A-Z for standard plate positions. 2*.':"^.`' 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 anti these web sites:ALPINE: www.aloineitw.com;TPI:www.toinst.orq;SBCA:www.sbcinclustry.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284436/T58/SPEC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: K2 Wgt:0.0 lbs ... / ... 05/23/18 I 10,5 ,are I .s. FOSS \''''' I _ 1 I � as .e.:Ar. 1 t ,as•. 1 ,,.._.1 f''Ia.( m.,s Int 641.0 ,Ise , ,e 1—,.+ e• + ,nre A- e„e a I- S 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 M 999 360 B 537 /7 /259 /- /181 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.048 M 999 240 L 951 /- /590 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.021 K - - I 257 /35 /148 /- /- /- EXP:B HORZ(TL): 0.062 K - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf L Min BrgWidth Req5.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.345 - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.418 J Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.691 Bearings B&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 51 0 E-F 214 -55 Top chord 2x4 HF#2 B-C 171 -725 F-G 63 -65 Bot chord 2x4 HF#2:B3 2x4 DF-L#2: C-D 217 97 G-H 8 0 Webs 2x4 HF Std/Stud:W2,W3,W4 2x4 HF#2: D-E 299 76 :Lt Stub Wedge 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-M 492 -128 K-J 89 -59 member. M-L 479 -120 J-I 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. M-C 525 -49 K-E 143 -296 Wind C-L 205 -650 K-F 96 -170 Wind loads based on MWFRS with additional C&C D-L 109 -346 F-J 125 129 K-L 187 -489 G-J 30 -86 member design. Additional Notes Shim all supports to solid bearing. **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.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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing jrittalled per BCSI sections B3,B7 or B10 TRUSS -..?„11?..",_: as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to f`I`' '`i#rgPOnn nnp 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 job's general notes page and these web sites:ALPINE: www.aIoineilw.com;TPI:www.toinst.org;SBCA:www.sbcinduslrv.com•ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284439/T91/MONO BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty:4 FROM:IKE DRW: Truss Label: K3 Wgt:74.2 lbs ... / ... 05/23/18 I 5T12 I 101'12 ATI 59.12 a'6" 9112 1- ii 5X4 E — 12 i3X5p 12 7 I b W3 T H /taxa \3X7(G1)B .44X544.F 12 — ' 9''11 1'i,B 101 12 I_Y I5 a 1`th7'>a. 1' 5'6' 10'5'6 I-,' I 5.6 I 411..6 I F10'5"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): 0.023 H 999 360 B 561 /- /270 /- /189 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.059 H 999 240 F 478 /69 /312 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.075 F - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft G Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 = - rigid 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.343 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.323 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/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 51 0 C-D 89 -145 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 0 -787 D-E 0 -8 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:W3 2x4 HF#2: B-H 540 -247 G-F 91 -214 :Lt Stub Wedge 2x4 HF Std/Stud: H-G 542 -240 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading H-C 597 -172 D-G 87 -138 Bottom chord checked for 10.00 psf non-concurrent C-G 319 -702 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. "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)fir 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 bracingp ins-tailed per BCSI sections B3,B7 or B10, ittl,8$ r1.-'' as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hl. ` ee6nEnrt 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 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.sbcindustrv.com:ICC:www.iccsafe.orm Job Number:0518186 Ply:1 SEQN:284389/183/MONO BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 3 FROM:IKE DRW: Truss Label: K4 Wgt:0.0 lbs ... / ... 05/23/18 I 4'10"8 I 10'3"8 4Q"8 4'10"8 5'5 7' n.1.5.4DE — — 12 13X5 c 12 W3 113X5(B2)B A/_..... .. H GF 111.5X4 .4X5 — 1' 410"8 5'5 F 1 4'10"8 I 1078 I 70'5"8 i.1'I 10'5'8 10'5"8 Loading Criteria(psi) 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): 0.010 H 999 360 B 551 /- /274 /- /189 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 H 999 240 F 463 /71 /303 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.014 E - - B 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 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.402 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 53 0 C-D 106 -159 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 0 -506 D-E 0 -8 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:W3 2x4 HF#2: g-H 284 -130 G-F 0 0 Bracing H-G 283 -130 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading H-C 257 0 D-G 103 -162 Bottom chord checked for 10.00 psf non-concurrent C-G 181 -392 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. **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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rttuss Yl�'J__ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, T U 'eati* iki as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to Niiirlu id8 IEN1I, 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 yawing for any structure is the responsibility of the Building Designer per ANSI/IP!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:yom.sbcindustrv.com:.ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284218/T77/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 5 FROM:IKE DRW: Truss Label: X Wgt:0.0 lbs ... / ... 05/23/18 1112X4 C 12 4 0o N (h (h 3X5(82) B T AprEra,- 6'12SII 1113X5 D 1' 1 7114 7'11"4 �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): NA B 413 /- /196 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 329 /6 /160 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 D - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.039 D - - B Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft � ) NCBCLL: 10.00 TCDL:42 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: 0.895 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.511 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.214 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 0 B-C 29 -132 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 B-D 47 -22 Webs 2x4 HF#2 Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading C-D 188 -233 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. **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 ttFtU,88 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins'alled per BCSI sections B3,B7 or B10 rl` _. ' e t i as applicatile. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to yy 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 job's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI:www.toinst.ork SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284216/T42/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 3 FROM:IKE DRW: Truss Label: X1 Wgt:0.0 lbs ... / ... 05/23/18 I 610" 671 6'10" 1111.5X4 C D 12 T I 4p IH62" 1 o = IITA1 m 5 :: 1113X5F E I—1' 1 610" I 6'10" • q I-1' I 7' -1 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 Ioc L/defl L!# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): NA B 366 /- /174 /- 144 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 296 /5 /144 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.013 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL): 0.029 F - - B 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 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.674 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.398 RepFactors Used:Yes Max Web CSI: 0.685 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft ) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 22 0 C-D 0 -3 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 26 -112 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 g-F 39 -20 F-E 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. 301.5. C-F 181 -210 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,b TPI and SBCA)for 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 permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, TRUSS :1y as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to __ •.`�_R4PO EMS 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 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.toinst.org;SBCA:www.sbcindustrv.com,ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEQN:284259/T59/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 3 FROM:IKE DRW: Truss Label: X2 Wgt:0.0 lbs ... / ... 05/23/18 C 11115X4 — — toto M o :— r-- 1113X5/132): A ;� — D 1-9"1 511"4 511"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):NA B 330 /- /166 /- /150 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 260 /79 /171 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.015 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.038 C - - B Min Brg Width Req= 1.5 Mean Height:22.40 ft D Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.611 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.352 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.147 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 132 -161 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 B-D 0 0 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading C-D 136 -187 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. "*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 and SBCA)tg.safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTtherwise,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 610 TRUSS 1: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 hl.-____'COMPONENTS drawings 160A-Z for standard plate positions. "4''"'"I . 74i 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 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.orgiSBCA:www.sbcindustry.com:ICC:www.iccsafe.orr Job Number:0518186 Ply:1 SEQN:284263/T54/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: X3 Wgt:0.0 lbs ... / ... 05/23/18 I 1'2"2 I 511"4 I 1'2"2 4'9"2 12"2 511"4 "4 1'2"2 I 4.9"2 1111. 4 C 05X7 — 12 T T 12 1113 5(B2);A� m T , 1IN 1 A ! •.�� 1 F 1113X5 E 1111.5X4 9.. 1'2"2 4'9"2 1 1'2"2 _ 5'11"4 h9„ { 5'11"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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 :VERT LL 0.003 F 999 360 VERT(LL): B 330 /13 /156 /- /40 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 F 999 240 E 260 /15 /102 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.02 ft HORZ(TL):0.004 C - - B Min Brg Width Req= 1.5 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 CS!: 0.413 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.181 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.270 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 C-D 15 -24 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 104 -300 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 B-F 169 -78 F-E 175 -73 Hangers/Ties (J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading C-F 165 0 D-E 144 -172 Bottom chord checked for 10.00 psf non-concurrent C-E 62 -159 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 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,handlin, shipping,installing and bracing. Refer to and follow the latest edition of S (Building Component Safety Information,by TPI and SBCA)for safety practices prior to performiCSI ng 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 for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, tttUEE 1 ri as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to r l ; drawings 160A-Z for standard plate positions. ,r.,,-r9.%,:........!!"-'7,_ 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 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/IP!1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPl:www.tpinst.org.SBCA:www.sbcindustrv.comi ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284262/T62/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: X4 Wgt:0.0 lbs ... / ... 05/23/18 2'8"2 511"4 28'2 I 33"2 2'8"2 511"4 I 2112 I 372 I CwA14X8 IIL 4 P. • 12 12r, _ ,..., 6 1113X5(82)B 1 A 1 ' •L F 1113X5 E 1111.5X4 — 2'8'2 3'3"2 I„9.. 1 2.8"2 I 5'11"4 1 I—9" I 5'11"4 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): 0.002 F 999 360 B 330 /1 /170 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.005 F 999 240 E 260 /27 /114 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.002 E - - B Min Brg Width Req= 1.5 Mean Height:20.77 ft E Min BrgWidth Req 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 = - rigid 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.186 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.085 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.108 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 C-D 4 -5 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 58 -262 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 B-F 129 -70 F-E 132 -69 Hangers/Ties (J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading C-F 133 0 D-E 103 -116 Bottom chord checked for 10.00 psf non-concurrent C-E 90 -173 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 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 anc3 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 bracing ins-tailed per BCSI sections B3,B7 or B10, muse "1=1?1-•- as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to fV�.- "`i___otrErur drawings 160A-Z for standard plate positions. ri?"1.*:',.. 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.. 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;TPl:www.tpinst.oro;SBCA:www.sbcindustmcom;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284261/T68/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: X5 Wgt:0.0 lbs ... / ... 05/23/18 4'2.25.114 472 15"2 i I 472 I 5'11••4 I 472 1'9°2 04X8 1111. 4 .i 4� 12 12 v H3X5(B2)B J .Ii F 113X5E 111.5X4 4'7'2 15'2 i"9• 1 4'7'2 I 5'11'4 1 I,9.. I 5.11••4 I 5'11"4 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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.001 F 999 360 VERT(LL): B 330 /- /174 /- /108 /5.5 BCLL: 0.00 Enclosure.Closed Lu: - Cs:not used VERT(TL): 0.003 E 999 240 E 260 /46 /135 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.52 ft HORZ(TL): 0.009 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - rigid Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.267 Bearing B is a 9�d surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.104 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 C-D 1 -1 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 0 -225 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 B-F 78 -41 F-E 82 -40 Hangers/Ties (J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading C-F 164 0 D-E 54 -61 Bottom chord checked for 10.00 psf non-concurrent C-E 110 -222 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 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,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, YIUEB as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to __ 'fie? Eiv drawings 160A-Z for standard plate positions. ..1+110401,1.-".r...- 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:TPI:www.toinst.oro:SBCA:www.sbcindustry.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284260/T39/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: X6 Wgt:0.0 lbs ... / ... 05/23/18 513"2 1l'3 114 5'9"2 "2 1111.5X4 r C — A i',10 Po 12 lo tp O_ <o 1113X5(62)13 IA =-- f 3X o — F- I 5'11"4 • 5'11"4 H9H 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):NA B 330 /- /167 /- /145 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 262 /73 /164 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.27 ft HORZ(TL): 0.037 C - - B Min Brg Width Req= 1.5 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: 0.600 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.351 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.147 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 129 -159 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 B D 2 1 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading C-D 128 -188 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. **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)toy safely 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 properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, MIA ,��!F•,_ as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Ni.-.°Min. drawings 160A-Z for standard plate positions. .a,.,._ Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IP! 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.toinst.orQ SBCA:www.sbcindustrv.com•ICC:www.icosafe.orq Job Number:0518186 Ply:1 SEQN:284272/T36/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 3 FROM:IKE DRW: Truss Label: X7 Wgt:0.0 lbs ... / ... 05/23/18 4' Tiro I 4. I 311.4 I 1.5X4 D — — 2 %15X4D g� io e D 113X5(82)B T ►. _L A allinigl — 3X 711.4 1-1 1 711.4 I I-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):-0.003 C 999 360 B 426 /- /220 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.017 C 999 240 E 341 /70 /198 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 E - - Wind reactions based on MWFRS EXP:B HORZ TL:-0.019 E - - B Min BrgReq Width 1.5 Des Ld: 42.00 ( ) = Mean Height:22.40 ft Code/Misc Criteria CreepFactor:2.0 E Min Big Width Req= - Soffit: 2.00 TCDL:6.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.276 g g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.529 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.141 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 C-D 63 -100 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 0 -324 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud B-E 208 _107 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. C-E 136 -266 D-E 60 -105 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 ComponentSafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otheiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly YCSU,SS YYf attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, Ns.•.'LGfie- nen_ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to m-.NE'-_. 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 pusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of prof professional engineering responsibility solely for the design shown. The suitability and use of this gnawing 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.alpineitw.com;TPI:www_toinst.oro.SBCA:www.sbcindustry.com.ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEQN:284229/T22/EJAC BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty:4 FROM:IKE DRW: Truss Label: X8 Wgt:0.0 lbs ... / ... 05/23/18 TS"a T11"4 I TSB II I — 11.5X45 — — /12E ii Fb\4X5(G — � EA _ — Q 5 12 2' 5'5"12 [.9".1 2'5 8 I 711"4 1 5' 7 2'S" 711'•4 I I 25..88 I 5.5..12I I..---T11'4 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): 0.014 F 999 360 B 421 /- /199 /- /206 /5.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.035 F 999 240 E 355 /117 /235 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 E - - Wind reactions based on MWFRS EXP:B HORZ TL:0.026 E - - B Min Br Width Req1.5 Des Ld: 42.00 Mean Height 23.40 ft ( ) 9 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: 0.409 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.308 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.277 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Spedfied Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 109 -152 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 38 -672 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 B-F 483 -271 F-E 415 -235 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 319 -66 D-E 104 -155 C-E 250 -440 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. *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 ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly TgtUES attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 �:(148....5fa`P3wEnir 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 .tar ,, 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 bradng 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.orq;SBCA:www.sbcindustrv.comt ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284304/T14/HIP_ BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CG1 Wgt:0.0 lbs ... / ... 05/23/18 I Qom I .�2 I <,oa',o I 409 11 Ma' - /aX9 0 I 2 m zz 17 /3X50 a .6.51F3)1310111 -L 1 Q 3s - 12 t.'"A 12512 l I_,.5. 19'31 aP3 8'Y2 4.10,0 I 130'12 I F 1.5. I ani I 1nas2 I I 130•12 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): 0.083 H 999 360 B 652 /159 /- /- /- /5.9 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.196 H 999 240 B 405 /58 /- /- /- /2.3 BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL): 0.041 F - - F 1321 /324 /- /- /- /- EXP:B Des Ld: 42.00 Mean Height:23.35 ft HORZ(TL): 0.097 F - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.857 B Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.858 F Min Brg Width Req= - S Spacing:24.0" RepFactors Used:Yes Max Web CSI: 0.651 Bearings B&B are a rigid surface. P 9� C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 52 -12 C-D 286 -1237 B-C 424-1873 D-E 58 -87 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 HF#2 Right end vertical not exposed to wind pressure. Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x4 HF Std/Stud: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Bracing Shim all supports to solid bearing. B-H 3175 -707 G-F 980 -225 (a)Continuous lateral restraint equally spaced on H-G 1463 -330 member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) H-C 432 -79 D-F 298 -1295 TC-From 66 plf at -1.42 to 66 plf at 2.34 C-G 99 -458 E-F 18 -113 TC-From 33 plf at 2.34 to 33 plf at 13.06 G-D 1277 -284 BC-From 5 plf at -1.42 to 5 plf at 0.00 BC-From 21 plf at 0.00 to 21 plf at 2.34 BC-From 10 plf at 2.34 to 10 plf at 4.01 BC-From 10 plf at 4.01 to 10 plf at 13.06 BC- 48 lb Conc.Load at 2.34 BC- 96 lb Conc.Load at 3.10 BC- 124 lb Conc.Load at 4.84 BC- 219 lb Conc.Load at 6.43 BC- 193 lb Conc.Load at 7.34 BC- 599 lb Conc.Load at 9.77 BC- 329 lb Conc.Load at 12.34 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. **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 ane 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 sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, TRIJS '1 t' as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. lteferto r`1`' ' oraebhErur 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 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 aawing 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.comi TPI:www.tpinst.oroi SBCA:www.sbcindustry.com-ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284308/T57/HIP_ BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CG2 Wgt:0.0 lbs ... / ... 05/23/18 52.. I ... I 4„3 I 7;‘,3 6 1,112 - \,5%4er - - mi /4%9D IHB 2, m O65C if111111111111111111111 /� 61 .' \6%6(SRS)® 1 ,2 1..1 1 sz' I 411, I1.1 1 "M2 112,1.1 I_,1„ I ,6,3 I z6 }'5,x,2 I ,6'0"12 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): 0.036 J 999 360 B 1018 /197 I- /- /- /8.2 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 J 999 240 G 1345 /315 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.010 F - - Wind reactions based on MWFRS EXP:B HORZ TL:-0.023 F - - B Min Br Width Req1.7 Des Ld: 42.00 ( ) 9 = Mean Height:23.35 ft Code/Misc Criteria CreepFactor:2.0 H Min Big Width Req= NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.339 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.583 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.775 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 46 -12 D-E 27 -59 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 272-1311 E-F 1 -5 Lumber C-D 145 -648 Top chord 2x4 HF#2 Bot chord 2x6 HF#2:B3 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Special Loads B-J 1054 -213 I-H 607 -139 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) J-I 1044 -212 H-G 0 0 TC-From 66 plf at -1.25 to 66 plf at 2.34 TC-From 33 plf at 2.34 to 33 plf at 13.06 Maximum Web Forces Per Ply(lbs) BC-From 5 plf at -1.25 to 5 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 0.00 to 20 plf at 2.34 BC-From 10 plf at 2.34 to 10 plf at 10.10 J-C 525 -79 D-H 246 -1125 BC-From 11 plf at 10.10 to 11 plf at 12.60 C-I 118 -633 E-H 10 -63 BC-From 20 plf at 12.60 to 20 plf at 13.06 D-I 1155 -243 BC- 41 lb Conc.Load at 2.34 BC- 91 lb Conc.Load at 3.10 BC- 118 lb Conc.Load at 4.84 BC- 216 lb Conc.Load at 6.43 BC- 189 lb Conc.Load at 7.34 BC- 593 lb Conc.Load at 9.77 BC- 355 lb Conc.Load at 12.34 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,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fsafety 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, TRS '"rI nEnrt 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 • - 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 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.alpineitw.comJTPi:www.tpinst.ora;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.ors. Job Number:0518186 Ply:1 SEAN:284232/T12/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ1 Wgt:0.0 lbs ... / ... 05/23/18 C 12 1111.5X4 I T \\\4X5(G1 N 12 V HB 0' N B 400 N A 4 1111.5X4 ►,1 6 12 F"9" • —1 5"8 11" 5'81 1'4"8 1 1'4"8 1 1'4"8 I--9„—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 C 999 360 B 135 /- /58 /- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 C 999 240 D 48 /22 /36 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.11 ft HORZ(TL):-0.001 C - - B Min Brg Width Req= 1.5 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: 0.048 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.016 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.020 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 B-C 25 -45 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 B-D 11 -12 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Maximum Web Forces Per Ply(lbs) Hangers/Ties Webs Tens.Comp. (J)Hanger Support Required,by others D-C 36 -35 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,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 propeiy YRU� attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, � 'iia nEnis as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to h 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 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.aloineitw.com,TPI:www.tpinst.oro.SBCA:www.sbcinoustrv.comy ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEAN:284212/T11/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ2 Wgt:0.0 lbs ... / ... 05/23/18 25'8 ,2'1E8 15' TiI,5X4 DD T 12 , r HB 1"8 I - 2 tn 'g4X5(G1) ti��i� 1 :.,,i; B FE tt 1 A �I, a4X5(SRS) f 4s 1 12 2' 11---l I� 25 8 �I A r5"0 9.. I 2'5'8 1219"8 1^—2'10"8 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): 0.001 C 999 360 B 196 /- /88 /- /80 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.003 C 999 240 E 124 /39 /85 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.007 C - - B Min Brg Width Req= 1.5 Mean Height:20.86 ft F Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = - rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.102 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.068 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 0 -6 Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 B-C 55 -83 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 B-F 24 -20 F-E 0 0 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading C-F 73 -90 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. *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 forpermanent lateral restraint of webs shall have bracingjnsalled per BCSI sections B3,B7 or B10, TRU. 1':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 f"lti•.' a IPIEN 5 drawings 160A-Z for standard plate positions. '.,27.!" 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 aawing 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.00m;TPl:www.toinst.org-SBCA:www.sbcindustri.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284231/T10/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ3 Wgt:0.0 lbs ... / ... 05/23/18 2.5'•6 4.4••8 1 2.5..6 ' 1.11.. D I 11.5X4 B '2FIA 4X5/2iiIu rt '''''1i. 11XA 1 12 6 12 2 2' 1'11•• A 1 25,•6 1 4'4•'6 5 9" 2.5..6 4.4..6 1 2.5••6 1 1.11" 1 1-414„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): 0.002 F 999 360 B 262 /- /121 /- /115 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 F 999 240 E 193 /61 /130 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.001 E - - Wind reactions based on MWFRS EXP.B HORZ(TL): 0.004 E - - B Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:21.61 ft ( )' NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - rigid surface. Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.076 Bearing B is a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.055 Spacing:24.0” C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 30 -55 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 0 -257 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 B-F 152 -106 F-E 120 -81 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 133 -32 E-D 26 -43 C-E 120 -178 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. '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,byTPI and SBCA)fog g.safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing jnsialled per BCSI sections B3,87 or B10, TRUSS :3 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to NI,-.' G'raroireraf drawings 160A-Z for standard plate positions. °r.!..! "`77.: 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.alpineitw.com,TPI:www.toinst.org,SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orc Job Number:0518186 Ply:1 SEQN:284230/T9/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ4 Wgt:0.0 lbs ... / ... 05/23/18 25"85'10"8 2'S8 I 3.5•• -[ 111 5X4 12 �2 411,. i3X5Ci 'i4X5(G1)8 001 �F ( ) E — 1 A � 1 Q 5 — 12 2' 3'S' l"-9:1,i 25'"8 I 5.10••8 1 5" 9" 2'S"8 5'10"8 I" I 2'5.8 I 3.5• I I' 5'10"e —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): 0.005 F 999 360 B 329 /- /154 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.013 F 999 240 E 261 /83 /174 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.004 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.36 ft HORZ(TL): 0.010 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CS!: 0.141 Bearing B is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.146 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.094 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 67 -92 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 4 -414 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 B-F 273 -173 F-E 227 -142 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 201 -48 E-D 65 -95 Bottom chord checked for 10.00 psf non-concurrent C-E 165 -264 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. '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 BCS(.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 bracinginstalled per BCSI sections B3,67 or B10, If as applicable. A T plates to each face o truss andposition as shown above and on the Joint-Details, unless noted otherwise. iRefer to Fig tfr'a nErrt drawings 160A-Zpfor standard plate positions. t if.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 ANSIii PI 1,or for handling,shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listingthis drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and se of this rarawing for any structure is the responsibility of the Building Designer per ANSI/IP!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.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284228/T8/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: CJ5 Wgt:0.0 lbs ... / ... 05/23/18 2.5 8 74••8 I 7s8 I41f'• I 11/12 SX4b IIT — I cv I FIB O' ) • n rq N4X5(G — A j 6 12 9 2 411' 1'"iII 75..81 7.418 1 'S8 9•• 2'58" 74••0 I I 258 I 411. I I.-----7.413 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): 0.011 F 999 360 B 395 /- /187 /- /191 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.028 F 999 240 E 329 /108 /218 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.020 E - - B Min Brg Width Req= 1.5 Mean Height:23.11 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: 0.323 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.258 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.201 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 98 -135 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 28 -596 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 :Lt Stub Wedge 2x4 HF Std/Stud: B-F 420 -243 F-E 359 208 Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 284 -61 E-D 94 -139 C-E 225 -387 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. **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, frRUsS as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to rh'.'__r_.` t5NEiui�; 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 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.org,SBCA: www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEQN:284210/T21/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ6 Wgt:0.0 lbs ... / ... 05/23/18 C 1111.5X4 12 12 7 ■ IT 1113X5(62)B HB 0 n 1Z.0o N 1 1 `� A �ipi 1111.5X4D t 1'4"8 1H9"-1i 1'4"8 H9„-H 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): NA B 139 /- /75 /- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL:NA ( ) D 41 /15 /29 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.001 C - - B MM Brg Width Req= 1.5 Mean Height:20.11 ft D Min Brg 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.049 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.014 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.017 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 21 -44 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 B-D 0 -1 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading D-C 32 -30 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,handlin 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 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 bracingp�installed per BCSI sections B3,B7 or B10, MUSS :.Y J-•- as applicable. Applplates to each face or truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to Ns. ' rsrpivsnrr 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 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 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.oroi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284221/T20/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ7 Wgt:0.0 lbs ... / ... 05/23/18 C 1111.5X4 —r —I— r r 1 12 12 7 HB 0' csi M o c 1113X5(B2)B T 1 A � epi( _L 1111.5X4 _L 9" 2'10"8 1 2'10"8 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):NA B 196 /- /102 /- /77 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 118 /35 /79 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.003 C - - B Min Brg Width Req= 1.5 Mean Height:20.86 ft D Min BrgWidth Req 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 = - B rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.109 Bearingis a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.075 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.072 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 59 -80 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. Bot chord 2x4 HF#2 B-D 3 -2 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading D-C 69 -87 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. **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 bracing Installed per BCSI sections B3,B7 or B10, tiRUS$ 111'J- - as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to f I`' ____PONEiur>E drawings 160A-Z for standard plate positions. '.°""4i 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.alpineitw.com;TPI:www.toinst.oraiSBCA:www.sbcindustrv.com;ICC:www.iccsafe.ore Job Number:0518186 Ply:1 SEQN:284222/T19/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ8 Wgt:0.0 lbs ... / ... 05/23/18 1111.5X4 CT T ri 12 12 I HB 0' c1 _ n v ED, 1113X5(82)B T i i11 JL, A j, D — 1111.5X4 -f- 9" 4'4"8 4'4"8 H 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):NA B 261 /- /134 /- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 189 /56 /125 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.61 ft HORZ(LL): 0.015 C - - B Min Brg Width Req= 1.5 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: 0.311 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.190 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.062 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwal!:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 97 -121 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. Bot chord 2x4 HF#2 B-D 0 0 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading D-C 103 -137 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. **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)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 sheathingp and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing jrislalled per BCSI sections B3,B7 or B10 YRu.ES 2 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 h7� .'feu nEr`ur drawings 160A-Z for standard plate positions. 1,1f. .4e+lr _•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 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 responsibilitysolelyforthe 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: wwv.,aloineitw.com;TPI:www.toinst.org;SBCA:yrww.sbcindustry.comjCC:www.iccsafe.ora Job Number:0518186 Ply:1 SEAN:284227/T30/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ9 Wgt:0.0 lbs ... / ... 05/23/18 1111.5X4C — — 12 12 HB 0' E to 0 11I3X5(B2)B 1 A i 1113X5 D 9" 5'10"8 F- 510"8 F-9-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):NA B 327 /- /165 /- /148 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 257 /78 /169 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.015 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.36 ft HORZ(TL): 0.037 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= -Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.598 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.345 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.143 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 40 0 B-C 131 -160 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 B-D 0 0 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. D-C 134 -185 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. **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 ComponentSafety 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 bracingpinstalled per BCSI sections B3,B7 or B10, �. 1;1%w= as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ht. .'7 raronrElvr 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 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 processional 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.orgz SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284223/T16/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ10 Wgt:0.0 lbs ... / ... 05/23/18 C 1111.5X4 r 1,1 12 • 9 17 rn HB 0' in N - 1113X5(62)BA i ,— N IA Sii i 1111.5X4D 1 1 2512 ' i 2'5'12 H--1'--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):NA B 198 /- /105 /- /55 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 91 /18 /54 /- /- /- 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 Mean Height:20.36 ft HORZ(TL):-0.001 D - - B Min Brg Width Req= 1.5 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: 0.080 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.053 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.034 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 B-C 38 -61 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 B-D 2 -1 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading D-C 43 -67 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. "*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 ottherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propefly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7,_or B10, MUSS :=1'%' as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hl.•'.'i!_frir�ritziiPr?f drawings 160A-Z for standard plate positions. �'""`: Alpine,a division of MN 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 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.ora:SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orc Job Number:0518186 Ply:1 SEAN:284224/T15/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ11 Wgt:0.0 lbs ... / ... 05/23/18 1111.5X4 C — — 12 9 IHB0' I ,--0) .4- - v 1113X5(82)B 1 A I1 _ III1.R4 1, 1 51"12 5'1"12 [ -1'H 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 LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA B 307 /- /159 1- /100 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 216 /42 /126 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.008 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.36 ft HORZ(TL): 0.019 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.2 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: 0.423 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.258 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.060 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 B-C 94 -113 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. Bot chord 2x4 HF#2 B-D 0 0 Webs 2x4 HF Std/Stud Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading D-C 91 -157 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. **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)far 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,B7 or 610 TRU8tS 1 sA'- as applicable. Applplates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' NI_• Vara_unenr drawings 160A-Z for standard plate positions. `4!W-tet!+',':*'!`• Alpine,a division of ITW Building_1Components 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.alpineifw.com;TPI:www.tpinst.oro,SBCA:www.sbcindustre.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284226/T13/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ12 Wgt:0.0 lbs ... / ... 05/23/18 3115 I 7912 3'11"5 3'10'7 11.5X4D — — 12 ..1.5X40 9 7 IH.., IE !3X5(62)B - A•71,411: • 13X E 75'12 75'12 1 I1'H 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):-0.003 C 999 360 B 421 /- /217 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.016 C 999 240 E 335 /69 /194 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.36 ft HORZ(TL):-0.018 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:6.0 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: 0.265 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.514 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 C-D 62 -98 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 0 -318 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud B-E 204 -105 Hangers/Ties (J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading C-E 135 -261 E-D 60 -104 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. **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,safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,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 B10 TRU./ ... .;fit as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' fsh.• 'C•_ drawings 160A-Z for standard plate positions. . f +"'""" 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 professionalengineering 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.oroi SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284214/T7/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ13 Wgt:0.0 lbs ... / ... 05/23/18 C0 T 1111.5X4 12 T g V HB 1"8 cb N %3X7(G1 vi � _ B 1��1 1i;1 0 FE o I. 1114X5(SRS) a, A 1 /I 6 12 1'7"4 11�1.5 8� 2012 !I..5�� 5"8 12'5''2 -1 I 2'0"12 7912 2'0"12 15" I---2'9'12 -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:ll PP Deflection in loc L/deft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 C 999 360 B 198 /- /89 /- /57 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 C 999 240 E 96 /23 /59 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.004 C - - B Min Brg Width Req= 1.5 Mean Height:20.36 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:6.0 psf rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.080 Bearing B is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.051 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.040 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 C-D 0 -5 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 34 -62 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 B-F 21 -18 F-E 0 0 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Loading C-F 48 -71 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 handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for g.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 prone y attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinc�inslalled per BCSI sections B3,B7 or B10, TRU88 :.] %. •- as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to hf. 'i`O"rerbnEIVES drawings 160A-Z for standard plate positions. t',w•,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 ANSIPl 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.alDjneitw.com;TPI:www.toinst.oro;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284233/T6/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ14 Wgt:0.0 lbs ... / ... 05/23/18 1:0„0.1.0072;8 25.8 I 5.1.12 zs"8 15X4 G IId ' > 3X5C " T��Ii i4X5(SRS) 03X5E j 12 — I-1—iS,aI 25.8 I ;18.:',42 A H 25"8 61.12 I`1 I 25••8 I 28"4 I 5.1.12 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): 0.008 F 999 360 B 309 /- /147 /- /103 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.020 F 999 240 E 219 /48 /130 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.36 ft HORZ(TL): 0.013 E - - B Min Brg Width Req= 1.5 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: 0.154 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.193 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): . A-B 43 0 C-D 48 -56 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 50 -366 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 g-F 262 -151 F-E 215 -119 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 173 -42 E-D 39 -82 C-E 133 -239 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. **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 SI(Building Component Safety Information,b TPI and SBCA)for nst safety practices priBCSI to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ooherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, TRUSS - t? as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ttefer to _1ti_ ` meoranr drawings 160A-Z for standard plate positions. , Tyr„l.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 ANSIT P1 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.toinst.oro.SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284234/T4/JACK BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: CJ15 Wgt:0.0 lbs ... / ... 05/23/18 I rseYSB I rru l — D nsxa — _ z IMBO I„ 0 /3X50 b *WU!i4001 \<Y3l-) 3X II — _ 1 A ��� I iz I—'I-Ii I- rss -I- 7712 1 41. I— l rYsre s•e I 7712 l saa I 7+z •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): 0.034 F 999 360 B 424 /- /205 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.084 F 999 240 E 338 /75 /198 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 E - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.053 E - - B Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:22.36 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: 0.407 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.303 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 43 0 C-D 92 -116 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 127 -770 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 B-F 610 -281 F-E 519 -240 :Lt Stub Wedge 2x4 HF Std/Stud: Hangers/Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Loading F-C 337 -70 E-D 79 -154 C-E 247 -535 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. **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)fog.r 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, muss 1 J• - as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. l7efer to FI\•.'u.?5fotONENTS 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 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.ora:SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEAN:284268/T86/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: EJ1 Wgt:0.0 lbs ... / ... 05/23/18 110"37'11"4 110"3 6'1"1 1'10"3 1'10"3 12 4 V C T T N =3X5(B2)B _ N T A 1 1 D H-1, I 7'11"4 T11"4 I-- Loading 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): 0.002 D 999 360 B 209 /4 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 D 999 240 C 87 /- /11 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.005 D - - D 141 /- /41 /- /- /- Des Ld: 42.00 EXP.B HORZ(TL):-0.017 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00Bldg Code: IRC 2015 Max TC CSI: 0.252 C Min Brg Width Req= - BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.505 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber A-B 22 -4 B-C 27 -11 Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Special Loads B-D 0 0 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at -1.00 to 65 plf at 1.85 BC-From 4 plf at -1.00 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 4.00 BC-From 20 plf at 4.00 to 20 plf at 7.94 BC- 35 lb Conc.Load at 2.00 BC- 39 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. **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)toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted a 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 Linstalled per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ht.• _____OT Eri; drawings 160A-Z for standard plate positions. ^►b '.':'_^.*_' 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,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 yawing 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.orq,SBCA:www.sbcindustrv.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284250/T80/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: EJ2 Wgt:0.0 lbs ... / ... 05/23/18 3'10"3 711"4 I -I3'10"3 4'1"1 3103 II 3'10"3 12 4 p C TT N o m3X5(82)B 1 1 A A 38 1 D 1, I 7'11"4 7'11"4 H1'--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): 0.002 D 999 360 B 280 /- /155 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.009 D 999 240 C 123 /11 /45 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 D - - D 144 /- /86 /- /- /- EXP:B HORZ(TL): 0 0 Des Ld: 42.00 ( ):- . 20 D Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:42 psf Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.252 C Min Brg Width Req= - BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.522 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber A-B 22 0 B-C 39 -43 Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for g.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 bracingc�installed per BCSI sections B3,B7 or B10, TRtfSS :1 s:,- as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to Fly-."i-tSfat IVEPli drawings 160A-Z for standard plate positions. "i. ""' Alpine,a division of MA/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 gnawing 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:0518186 Ply:1 SEAN:284252/T79/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: EJ3 Wgt:0.0 lbs ... / ... 05/23/18 I 5'10"3 I 7'11"4 5'10"3 2'1"1 5103I I 510"3 C T12 ': T 4 p N Ko n fV ni 3X5(62)B 1 IA r D 1, I 7'11"4 I 7'11"4 H 1' 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): 0.003 D 999 360 B 348 /- /177 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 D 999 240 C 177 /22 /55 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.010 D - - D 147 /- /89 /- /- /- EXP:B Des Ld: 42.00 HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Req1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 = TCDL:4.2 psf C Min BrgWidth Req 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.561 = TPI Std: 2014 Max BC CSI: 0.545 D Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Spedfied Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 0 B-C 56 -66 Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading Bottom chord checked for 10.00 psf non-concurrent B D 0 0 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for g.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 bracing Installed per BCSI sections B3,B7 or B10, TRUSS '.2:,,- as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. ♦7efer to Ns.. moil er tam drawings 160A-Z for standard plate positions. `!— t"'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 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:0518186 Ply:1 SEQN:284264/T56/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: EJ4 Wgt:0.0 lbs ... / ... 05/23/18 1'10"3 -I 7 1'1(73 5'1"13 I- 1'10"3 1'10"3 12 4 V C T T N w3X5(B2)B _ N T A 1 67112 / D I---1' 7' 1'---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 IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL: 0.002 D 999 360 ( ) B 206 /8 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.007 D 999 240 C 81 /- /4 /- /- /1.5 BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL):-0.004 D - - D 124 /- /21 /- /- /- EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.014 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.200 C Min Brg Width Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.423 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 -4 B-C 26 -13 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Special Loads B-D 0 0 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at -1.00 to 65 plf at 1.85 BC-From 4 plf at -1.00 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.00 BC- 35 lb Conc.Load at 2.00 BC- 39 lb Conc.Load at 4.00 BC- 67 lb Conc.Load at 6.00 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. **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,lop 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 610, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to •.'0tfrirunEnrr 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 Fl 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.oroy SBCA:www.sbcindusW.com:j ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284238/T45/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: EJ5 Wgt:0.0 lbs ... / ... 05/23/18 3103I 7 3'10"3 3'1"13 3103 FI al 0"3 12 4 C p T 1 N b = - =3X5(82)B 1 1 A ) 1 3y'8 D I-1' I7, H H1'H 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): 0.002 D 999 360 B 273 /- /147 /- /27 /55 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 D 999 240 C 120 /12 /42 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.004 D - - D 126 /- /76 /- /- /- EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.016 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 C Min BrgWidth Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.241 Req= - BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.426 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber A-B 22 0 B-C 38 -45 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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)fsafety 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,B7 or B10, MISE .......,_:•.34.7":,:_. as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to f't` ur drawings 160A-Z for standard plate positions. 4 �...-P'"." 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 pro essionat 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.alpineitw.com;TPI:www.tpinst.ors SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284239/T44/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: EJ6 Wgt:0.0 lbs ... / ... 05/23/18 5'10"3 7' I 5.10"3 1 1"13 I 5103 5'10"3 C T12 T 4 p N N N 1 =3X5(62)B I 1 A e 1II D I—1 I T I I--1'—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): 0.003 D 999 360 B 338 /- /167 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.009 D 999 240 C 176 /23 /53 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 D - - D 129 /- /78 /- /- /- EXP:B HORZ TL: 0.024 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:6.0 psf BldgCode: IRC 2015 Max TC CSI: 0.553 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.447 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 0 B-C 56 -68 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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,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 TRUSS �._ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer h1ti`:"EKrm teerirtV 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 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 job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPl:www.tpinst.oro;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284274/T41/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: EJ7 Wgt:0.0 lbs ... / ... 05/23/18 1'10"3 4' 1,10"3 21"13 -i I. 1103 1'10"3 12 4 p C T T =3X5(82)B T A 11 M1 D 1' 1 A4, 1'-H 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): 0.000 D 999 360 B 204 /2 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 D 999 240 C 49 /3 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - D 73 /- /25 /- /- /1.5 EXP:B HORZ(TL):-0.003 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( )' NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.097 C Min Brg Width Req= TPI Std: 2014 Max BC CSI: 0.167 D Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 -4 B-C 16 -21 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Special Loads B-D 0 0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 65 plf at -1.00 to 65 plf at 1.85 BC-From 4 plf at -1.00 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 4.00 BC- 35 lb Conc.Load at 2.00 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. **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 ComponentSafety Information,by TPI an SBCA)for installingand y 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 itFiUSS attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63,B7 or 610, ht`, , as applicable. Applplates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to lO„r,a,, *, drawings 160A-Z for standard plate positions. .f ----•.---.- 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.tpinst.orn;SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284269/T69/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: EJ8 Wgt:0.0 lbs ... / ... 05/23/18 1'4"8I 5'11"4 1'4"8 4'6"12 148 I 1'4"8 C 12 /1,2/ 1113X5(82)B Fr, 1 T 1 A r D Hg„ I 5'11"4 5'11"4 9".. 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): 0.001 D 999 360 B 167 /15 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 D 999 240 C 67 /1 /- /- /- /1.5 BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL):-0.002 D - - D 106 /- /11 /- /- /- Des Ld: 42.00 EXP.B HORZ(TL):-0.009 D - - Wind reactions based on MWFRS Mean Height:20.11 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.129 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.311 D Min Brg Width Req= - S Spacing:24.0" RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. P 9 C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 40 -9 B-C 47 -18 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Special Loads B-D 0 0 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 70 plf at -0.75 to 70 plf at 1.38 BC-From 6 plf at -0.75 to 6 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 5.94 BC- 37 lb Conc.Load at 2.00 BC- 55 lb Conc.Load at 4.00 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. *'`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 prior to performing these functions. Installers shall provide temporary bracing per SCSI.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 bracingp installed per BCSI sections B3,B7,_or B10, ttttllBS 1 - - as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to hi 'i: drawings 160A-Z for standard plate positions. ®int 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 proessiona 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.alpmeitw.com,TPI:www.tpinst.oro;SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284257/T64/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: EJ9 Wgt:0.0 lbs ... / ... 05/23/18 210"8 511"4 210"8 I 3'0"12 I 2108 I 2'10"8 C 1 ' 1113X/1 AID I_9„ I 5'11"4 5'11"4 I--9"—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: 0.001 D 999 360 ( ) B 224 /- /134 /- /77 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.005 D 999 240 C 97 /39 /55 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - D 108 /- /66 /- /- /- EXP:B Des Ld: 42.00 Mean Height:20.86 ft HORZ(TL):-0.010 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.2.0 B Min Brg Width Req= 1.5 C Min BrgWidth Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.145 Req= - BCDL:6.0 psf D Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.313 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 40 0 B-C 69 73 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Hangers/Ties (J)Hanger Support Required,by others B-D 0 0 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 safety practices prior to performing these functions. Installers shall provide tempora 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,B7 or B10, TRLI,$S :3)?i.- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. E7efer to 1 I,'.' aPONEvr drawings 160A-Z for standard plate positions. ',':n_ `: Alpine,a division of ITW BuildinlComponents 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 awing 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.orai SBCA:www.sbcindustry.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284258/T63/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: EJ10 Wgt:0.0 lbs ... / ... 05/23/18 I 4.4••8 I 5.11.4 4'a"8 1'8'•12 I 44.8 I 4'4'8 C 2 2 7 113X5(B2)B ii A r .': I =- a s. I 5114 I 511"4 I-g'-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): 0.001 D 999 360 B 278 /- /152 /- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.005 D 999 240 C 141 /64 /74 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 D - - D 111 /- /70 /- /- /- EXP:B Des Ld: 42.00 Mean Height:21.61 ft HORZ(LL): 0.017 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.331 C Min Brg Width Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.328 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 40 0 B-C 100 -117 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Hangers/Ties g-D 0 0 (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. **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 shi ping,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 orherwise,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, TRUSS � :" as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to Ni.- ' iPSnl nnp 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/ PI 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 tawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites:ALPINE: www.aloineitw.com;TPI: www.tninst.orq,SBCA:www.sbcindustrv.conT ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284298/T33/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: ED1 Wgt:0.0 lbs ... / ... 05/23/18 2'5"127'11"4 2'5"12 I 55"8 2'5"12 I 2'5"12 g 12 fn iv 1113X5(B2)B IV 1 A -3780 1, I 7'11"4 7'11"4 �^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 LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 B 249 /21 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.006 D 999 240 C 101 /11 /- /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.005 D - - D 143 /- /12 /- /- /- EXP:B Des Ld: 42.00 Mean Height:20.36 ft HORZ(TL):-0.019 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.223 C Min Brg Width Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.519 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber A-B 43 -10 B-C 61 -38 Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B D 0 0 TC-From 68 plf at -1.00 to 68 plf at 2.48 BC-From 5 plf at -1.00 to 5 plf at 0.00 BC-From 10 plf at 0.00 to 10 pit at 7.94 BC- 36 lb Conc.Load at 2.00 BC- 39 lb Conc.Load at 4.00 BC- 54 lb Conc.Load at 6.00 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. **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 YFlDBS attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp�installed per BCSI sections B3,B7,_or B10, rite. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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 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 dr and use of this 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.alpineitw.com;TPI:www.tpinst.orgISBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284244/T38/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: ED2 Wgt:0.0 lbs ... ! ... 05/23/18 51"12 7'11"4 I' S'1"12 'I' 2'9"8 'I 5112 I 5'1'12 C • 12 9 tit T. I13X5(B2)B 1 1 A 'i 1 D 7114 _'(' T11"4 '1 H1'—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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 B 335 /- /190 /- /100 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.007 D 999 240 C 164 /53 /71 /- /- /1.5 BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL): 0.009 D - - D 148 /- /91 /- /- /- EXP:B HORZ TL: 0.025 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.36 ft ( ) g Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 Soffit:1.00 TCDL:6.0 psf C Min BrgWidth Re - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.461 g= TPI Std: 2014 Max BC CSI: 0.549 D Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)!4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber A-B 43 0 B-C 98 -109 Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fg.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 TRUSS •f nEtut$ attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to oNere,.. drawings 160A-Z for standard plate positions. O--•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 ANSA 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 esstonal 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.toinst.orq;SBCA:www.sbcindustrv.com:ICC:www.iecsafe.orq Job Number:0518186 Ply:1 SEQN:284237/T50/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty:4 FROM:IKE DRW: Truss Label: SJ1 Wgt:0.0 lbs ... / ... 05/23/18 _ 1'10"3 1'1 1"4 1'10"3 1'`1 12 4 L/ C T I T N =3X5(62)B T io 1 A Pell , 110.- 1 D 1 1'11"4 J 1' i� 1'11"4 I"-1'--I 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):NA B 172 /9 /81 /- /16 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 40 /7 /8 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - D 35 /- /22 /- /- /1.5 EXP:B HORZ(TL):-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:4.2 psf BldgCode: IRC 2015 Max TC CSI: 0.071 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 0 B-C 12 -24 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)foinstalling and 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 ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, Ply TRUSS" B111%.t as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to ONE S drawings 160A-Z for standard plate positions. *411 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 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.ipinst.orol SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284236/T49/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 3 FROM:IKE DRW: Truss Label: SJ2 Wgt:0.0 lbs ... / ... 05/23/18 3'10.'3 H 3'10.'3 12 C T 4 V -t T N b ` 37 3X5(62)B - TA pera 1 , D 1, 111"4 A 1,10"15� 1'11"4 H-1'- I--110"15--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 Pt:21.2 Ce:1.1 VERT(LL): 0.000 D 999 360 B 220 /9 /92 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 D 39 /- /24 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 107 /16 /28 /- /- /1.5 EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.191 D Min Brg Width Reg= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.068 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 0 B-C 34 -51 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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)f •safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,topychord 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, MOSS 1::._v as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to 1\1....`i`dfaronEr 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/VPI 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.orai SPCA:www.sbcindustry.com:,ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284235/147/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: SJ3 Wgt:0.0 lbs ... / ... 05/23/18 _ 5'10"3 5'10"3 C I I* I 4 12 o r— fq N 13X5(B2)B T A _ k D 1, 1'11"4 1'11"4 A 3'10.'15 —I H-1' F 3'10'15 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 /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 B 254 /10 /100 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 240 D 67 /2 /33 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - C 165 /25 /44 /- /- /1.5 EXP:B HORZ(TL): 0.014 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:6.0 psf BldgCode: IRC 2015 Max TC CSI: 0.488 D Min Brg Width Req= - P C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.209 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 22 0 B-C 52 -72 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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 anr7 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 sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing jrislalled per BCSI sections B3,B7 or B10, TIW8S 1;1.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 Pt`-•'i_'ra_6nEty 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.comLTPI:www.tpinsl.orgySBCA:www.sbcindusW.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284278/T37/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SJ4 Wgt:0.0 lbs ... / ... 05/23/18 5'4"3 5,4"3 12 B I 4p io V tV 1111.5X4 A N 1 lin 1 ■17__ C =1.5X4 3'10"15 � 1'5"4 1'5"4II 31015 1'5"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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 A 999 360 D 188 /21 /57 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 A 999 240 C 29 /- /16 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 A - - B 173 /16 /45 /- /29 /1.5 EXP:B HORZ(TL):-0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 5.5 TCDL:6.0 psf BldgCode: IRC 2015 Max TC CSI: 0.527 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf B Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.019 RepFactors Used:Yes Max Web CSI: 0.059 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Lumber A-B 71 -55 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. Loading D-C 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. Wind A-D 162 -173 Wind loads based on MWFRS with additional CBC 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for• g.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 TFtuss >:. attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 r it. , arOai.:_ as applicable. Apply plates to each face of truss and position as shown above and on the JointuDetails, unless noted otherwise. Defer to' y y OrdE, ; drawings 160A-Z for standard plate positions. _...._T..... -..._ 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 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.orct SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284256/T67/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SJ5 Wgt:0.0 lbs ... / ... 05/23/18 2512 I• 2'8'12 'I C I *1 12 gV IABj( D N I--1' i 1'11"4 i6 8—i 1'11"4 I—1'—..I H—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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 D 999 360 B 193 /1 /98 /- /55 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 D 37 /- /23 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - C 67 /25 /25 /- /- /1.5 EXP:B Des Ld: 42.00 Mean Height:20.36 ft HORZ(TL):-0.001 C - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.080 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber A-B 43 0 B-C 40 -59 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading Bottom chord checked for 10.00 psf non-concurrent B D 0 0 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,handlin 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 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 bracingq installed per BCSI sections B3,B7 or B10, IRU,$$ :l .:a- as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ♦7efer to Pt'' ' llP IMEIUIep 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/IPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.lginst.orcu SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEAN:284255/T66/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SJ6 Wgt:0.0 lbs ... / ... 05/23/18 5'1"12 5112 C — 1z 9 17. za- 113X5(B2)B _L A ��'•' D I—1, 1 "4 1 3'2 8----I'11"4 -1'-H F_____37.8 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 Pt:21.2 Ce:1.1 VERT(LL): 0.000 D 999 360 B 252 /- /112 /- /100 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 240 D 55 /11 /36 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - C 151 /55 /59 /- /- /1.5 EXP:B HORZ TL: 0.013 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.36 ft ( ) 9 Code/Misc Criteria CreepFactor:2.0 B Min Brg Width Req= 1.5 Soffit: 10.00. TCDL:4.20 psf D Min BrgWidth Re - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.395 q TPI Std: 2014 Max BC CSI: 0.150 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 43 0 B-C 91 -116 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for g.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 progeny attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, W =, '"-'z- as applicable. AppTy plates to each face of truss andposition as shown above and on the Joint-Details, unless noted otherwise. Refer to hi`" `i:_ia,�NEnmi PP PP Yytyrrel?' 1•a•• drawings 160A-Z for standard plate positions. _, T.........._ 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.orgi SBCA:www.sbcindustrv.com:ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEQN:284240/T53/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: SD1 Wgt:0.0 lbs ... / ... 05/23/18 1'4"8 11'11"4 1'4"8 6"121 1'4"8 II 1'4"8 C T12 rj 12 913X5(82)B io 1 nI A �:I 1'114 g,. A 1'1141 1 I-9"—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): NA BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL:NA B C 31 31 /19 /1/- /15 /- //- /- /1.5 /5.5 Risk Category:II ( ) BCDL: 10.00 9 ry Snow Duration:1.15 HORZ(LL):-0.000 C - - D 36 /- /22 /- /- /1.5 EXP:B HORZ TL:-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.11 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg TCDL:4.2psf Code: IRC 2015 Max TC CSI: 0.049 C Min Brg Width Req= - TPI Std: 2014 Max BC CSI: 0.031 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber A-B 40 0 B-C 22 -43 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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 safety 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 D ,11LL�- attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinp�tnStalled per BCSI sections B3,B7 or B10, PLR,-M aPbn'ENT as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to �OPIE , drawings 160A-Z for standard plate positions. - T----• ---- 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.ora_SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Job Number:0518186 Ply:1 SEQN:284296/T43/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SD2 Wgt:0.0 lbs ... / ... 05/23/18 rj 2'10"8 C I /Z10"8 ton1T III3X1 A g.. 1 1'11"4 111 "41 1 '11"4 1 '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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 D 999 360 B 185 /- /90 /- /77 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 D 38 /- /26 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - C 86 /42 /43 /- /- /1.5 EXP:B Des Ld: 42.00 Mean Height:20.86 ft HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 D Min BrgWidth Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.114 Req= - BCDL:6.0 psf C Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.040 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 40 0 B-C 61 -81 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loading Bottom chord checked for 10.00 psf non-concurrent B-D 0 0 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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)tOr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.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,B7 or B10, 1@il1SS .1 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to /t1`'."' BIP ENfS drawings 160A-Z for standard plate positions. Iti41rM �.� 9r"''^" 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 yawing 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.oro-SBCA:www.sbcindustry com:ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284294/T40/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SD3 Wgt:0.0 lbs ... / ... 05/23/18 4'4"8 4'4"8 'I C 12 12 / v � 913X5(82)B L. AI �t 9"I 1'11"4 2'5"4 1'11"4 2'5"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): 0.000 D 999 360 B 221 /- /96 !- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 240 D 47 /12 /37 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - C 133 /64 /66 /- /- /1.5 EXP:B HORZ(TL):0.010 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.61 ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.294 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.121 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 40 0 B-C 94 -122 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-D 0 0 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 an SBCA)fsafe y 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, '1 i'%-1 as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. itefer to _I` "i_rarbnentr drawings 160A-Z for standard plate positions. 19kIlt0. 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.aIsineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284363/T26/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SD4 Wgt:0.0 lbs ... / ... 05/23/18 27"6 27"6 B 12 12 M 1113X10(**)A / rAiN-it C 1'S"2 11"4 L 1'8'2 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): 0.000 C 999 360 A 104 /- /65 /- /55 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 C 999 240 C 36 /9 /29 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 B - - B 83 /42 /43 /- /- /1.5 Des Ld: 42.00 EXP.B HORZ(TL):0.006 C - - Wind reactions based on MWFRS Mean Height:21.37 ft A 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: 0.106 C Min Brg Width Req= - - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.052 B Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 59 -77 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. :Lt Stub Wedge 2x6 HF#2: A-C 0 0 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. 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,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 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 foripermanent lateral restraint of webs shall have bracing jnsialled per BCS!sections B3,B7 or 810, MOSS s1`;; ._ as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to hl`' 'GOIMPOPIEiuri� 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.tninst.oraui SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orp Job Number:0518186 Ply:1 SEQN:284365/T87/CAJA BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: SD5 Wgt:0.0 lbs ... / ... 05/23/18 41.6 4'1"6 B • 12 12 7 V 1113X10(**) T ive C 1'8"2 1 1'8"2 1 2'5"4 2'5"4--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 VERT(LL): 0.000 C 999 360 A 136 /- /95 /- /90 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 C 999 240 C 58 /31 /46 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 C - - B 127 /63 /64 /- /- /1.5 EXP:B Des Ld: 42.00 Mean Height:22.12 ft HORZ(TL): 0.017 C - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.264 C Min Brg Width Req - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.123 B Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 90 -117 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. :Lt Stub Wedge 2x6 HF#2: A-C 0 0 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. 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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anfl 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing�Insalled per BCSI sections B3,B7 or B10' TRUSS _1"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_ ____lMEafT L 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/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 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.toinst.orai SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284284/T31/CALF BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty:2 FROM:IKE DRW: Truss Label: HR1 Wgt:0.0 lbs ... / ... 05/23/18 1113 11'1"3 C 12 2.83 12 N 0 fpt`7 1 A -3X5(A1)B 1 D J- 1,7„8 1 276 • -i 2'7"6 �-- 17"8 8'513 Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.348 D 378 360 B 307 /23 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.555 D 291 240 C 402 /47 /- /- /- /1.5 BCDL: 0.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 D - - Wind reactions based on MWFRS EXP:B HORZ L: 0.069 D - - B Min BrgWidth Re 1.5 Des Ld: 32.00 Mean Height:15.00 ft � ) q NCBCLL: 10.00 TCDL:6.2 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: 0.729 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.010 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 B-C 92 -70 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 DF-L 2400f-2.0E Chords Tens.Comp. Bot chord 2x4 HF#1&Bet. B-D 0 0 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 1 plf at -1.63 to 1 plf at 2.72 TC-From 1 plf at 2.72 to 1 plf at 8.42 TC-From 1 plf at 8.42 to 1 plf at 11.10 TC- 126 lb Conc.Load at 2.77 TC- 107 lb Conc.Load at 5.38 TC- 123 lb Conc.Load at 5.59 TC- 165 lb Conc.Load at 8.21 TC- 177 lb Conc.Load at 8.42 Wind Wind loads and reactions based on MWFRS. Additional Notes WARNING:WIND DL GREATER THAN NON-WIND DESIGN DL. **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 a.- attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, himss • i tS armi�nFi as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to • 1 IMPO ENI 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 job's general notes page and these web sites:ALPINE: www.aloineitw.com:TPI:www.toinst.orgi SBCA:www.sbcindustrv.com:ICC:www.iccsafe.orq 1 Job Number:0518186 Ply:1 SEQN:284288/T46/CALF BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: HR2 Wgt:0.0 lbs ... / ... 05/23/18 9'9"5I 'I 9,9"5 C T12 2.83 - I ho o v N -r 3X5(A1)B M N A N 1i i D I---1'7"8 1 2'7"6 I A 276 1'7"8--{ F 7'1"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:Il 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): 0.213 D 541 360 B 246 /22 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.511 D 318 240 C 452 /57 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 D - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.063 D - - B Min BrgWidth Re 1.5 Des Ld: 42.00 Mean Height:15.00 ft ( )' q NCBCLL: 10.00 TCDL:6.0 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: 0.724 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.012 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 B-C 104 -56 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 HF SS Chords Tens.Comp. Bot chord 2x4 HF#2 B-D 0 0 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 1 plf at -1.63 to 1 plf at 2.72 TC-From 1 plf at 2.72 to 1 plf at 9.77 TC- 121 lb Conc.Load at 2.77,5.59 TC- 107 lb Conc.Load at 5.38 TC- 165 lb Conc.Load at 8.21 TC- 176 lb Conc.Load at 8.42 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 o'therwise,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 1110&/&or B11110&/& -,--11,2:,.., as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to 1,1\• ___t=treeitrr 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.toinst.orQ SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Job Number:0518186 Ply:1 SEQN:284302/T24/CALF BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 2 FROM:IKE DRW: Truss Label: HR3 Wgt:0.0 lbs ... / ... 05/23/18 F 99_B 9'9"B C 2 7.2 m3X5(81)8 2'T'B 1.5.. 1 29 • E.-1.51_„ I 7.212 .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 tJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.222 D 521 360 B 238 /77 /- /- /- /9.2 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.547 D 301 240 C 293 /110 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 D - - Wind reactions based on MWFRS EXP:B HORZ TL: 0.059 D - - B Min Br Width Re 1.5 Des Ld: 42.00 Mean Height:22.39 ft ( ) g q NCBCLL: 10.00Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.656 Bearing B 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: 0.007 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1 0 B-C 151 -122 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 HF SS Chords Tens.Comp. Bot chord 2x4 HF#2 B-D 0 0 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 1 plf at -1.42 to 1 plf at 2.42 TC-From 2 plf at 2.42 to 2 plf at 7.42 TC-From 1 plf at 7.42 to 1 plf at 9.79 TC- 31 lb Conc.Load at 2.42 TC- 101 lb Conc.Load at 3.02 TC- 86 lb Conc.Load at 4.92 TC- 164 lb Conc.Load at 6.35 TC- 133 lb Conc.Load at 7.42 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,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f8F g.safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing iinstalled per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to M.• ` DPOT ERR 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 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:0518186 Ply:1 SEQN:284292/T65/CALF BUTTERFIELD PARK LOT 4-FOUR D CONSTRUCTION CO.-BUTTERFIELD PARK LOT 4Qty: 1 FROM:IKE DRW: Truss Label: HR4 Wgt:0.0 lbs ... / ... 05/23/18 • I 98 12 I 9'8"12 C T • 12 7.2 T m3X5(81)8 A . 11 D �1'S" 2T6 1 2r6 • I.-1'S. 71"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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.220 D 523 360 B 243 /73 /- /- /- /5.9 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.541 D 302 240 C 297 /111 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.058 D - - B Min Brg Width Req= 1.5 Mean Height:22.35 ft C 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: 0.646 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.008 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/4(0)/3(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1 0 B-C 153 -124 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 HF SS Chords Tens.Comp. Bot chord 2x4 HF#2 B-D 0 0 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 1 plf at -1.42 to 1 plf at 2.42 TC-From 2 plf at 2.42 to 2 plf at 7.42 TC-From 1 plf at 7.42 to 1 plf at 9.73 TC- 67 lb Conc.Load at 2.42,3.02 TC- 97 lb Conc.Load at 4.92 TC- 151 lb Conc.Load at 6.35 TC- 141 lb Conc.Load at 7.42 Wind Wind loads and reactions based on MWFRS. 'fl`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 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 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 Inslalled per BCSI sections B3,B7 or B10, T li$E as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to f'h.• 'COUIPMENTS 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 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 lob's general notes page and these web sites:ALPINE: www.alsineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq