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Plans (14)
/11sT2ls o0Id/ 5— ,7S7 5w 6tst S7; , 9-1/4"OPEN WEB JOISTS @ 24"O.C. STMT FRAMING MERE Iq v. ., , , V ,. 4 ., . . LENNAR 2664E BURLINGTON 3-CAR i PL15-38 MAIN H 6/16/2015 Products - I P15110 Length Product Plies Net Qty N w in in to n 0 b n ,N 0 �I b n n �n BK1 39-00-00 2x10 OF Not 1 1 LL ul LL u. i� LL 41 ,PL u_ 1 u. U. u. ib LL LL BK1 20-00-00 2x10 DF Not 1 1 BK1 9-00-00 2x10 DF Not 1 1 BM1 8-00-00 BB01 1 2 BM2 6-00-00 BB01 1 1 BM3 5-00-00 BB01 1 1 ALL BEAM SIZES PER ARCHITECT/ENGINEER SKI v BLOCKING RM1 v RIM BOARD - BK1 BM1 L ACCESSORIES QTY ' .p.as�..7.0.....a .----...---- .—.fr...-.-).-�K.--.-Cr.;..-,401G`lT.:.H:E I 1I $ - 2X10 DF S2&BTR FOR SHEAR BLOCKING 22' • l- 0 0 ! I0 00 m LLLL ILL LL LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 0 0 0 00 FST-^=- "...76 J'. ^m LL IJ- BM2 BM3 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. - I 40 LL BK1i. 15 DL ---c---- .. FLOOR —r-- IFLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIAI 0 0 0 - REFER TO STRUCTURAL PLAN FOR ADDITIONAL LL LL LL� 0 0 0 0 0 o POST TRANSFER BLOCKING LL LL LL LL u. u. AND SHEAR BLOCKING REQUIREMENTS. SINGIA - TOP CORO BEARING 1 • PaciflLumber . ._ c I & TRUSS �,, COMPANY N I 03 . z® I 0 1 I G)- t ril (LI—1 en 0221:1293 0 C7 rte, z 9-1/4"OPEN WEB JOISTS @ 24"O.C. START FRAMING HERE Iq LEN NAR 2664E BURLINGTON 3-CAR PL1536 MAIN H • 6116/2015 _ Products PbtID Length Product Plies Net Qty • BK1 39-00-00 2x10 DF Not 1 1 0 0 _ p BK1 20-00-00 2x10 DF Not 1 1 PI'n, 'n� P; 0; 0 'nj N1i g' rn1 tar 2 2 6' a 21 vdI r,! - BK1 9-00.00 2x10 OF Not 1 1 0i P. 0 0 -u-- o• o, 0 0 0 0-, o, u- 0 0•. oI u- 0; - LL•1 LL LL, lL; LL! LL� LLII LL' ILII LL LL� LL•� LL lL� IL LLI LL.; u- LL! BM1 8-00-00 BB01 1 2 BM2 6-00-00 B801 1 1 r BM3 5-00-00 BB01 1 1 - I ALL BEAM SIZES PER ARCHITECT/ENGINEER ,. BK1 v BLOCKING RM1=RIM BOARD ACCESSORIES QTY BM1 BK11- 2X10 DF#28&BTR FOR SHEAR BLOCKING 22' C LL �I LL LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ' • B 1 co . : I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I c•:==a:--F a=—=-ao o 0 0 0 0 BM3 BM2 LL LL LL U. LL. . FLOOR LOADING 40LL :__._...___,___,___,..._._.t8.1 rr h 1S DL BKrte•--- 1: .a . - I. r . . • IFLAOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' 11 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 0 0• 0 - AND SHEAR BLOCKING REQUIREMENTS. 0 0 0 0 0 O�U. LL LL LL LL LL SINWLt I. -- -r TOP CORD BEARING v ee _ PaciflLumber\ N1. 4 TRUSS COMPANY 9 N r'-- J I F• T s- '.4 El !Tek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-36_MAIN H Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal: R43771381 thru R43771385 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �, c.O PR.Opt., \ ' NGtNE9 (4, /��'9 : e 2PE (J) N �Aj, OREGON ().5'Q�v� C_ AMBER 1� OS A. HEiX EXPIRES:06/30/2015 February 6,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANS1/TPI I. A MIri r- MiTek°9 MiTek USA, Inc. 7777 Greenback Lane Suite 109 ,Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-36_MAIN_H Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43771381 thru R43771385 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others: 1 � TONIO h� I/ it " 04 1AS '4 .o i ,! ik 49639,-0 ' A • o� �4crsR� ?9,91„, "/' 116.'" . February 6,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTP1 1. v Job Truss Truss Type Qty Ply LENNAR R43771381 PL1 S39_MAIN H F01 Floor 8 1 Job Reference(optional) - Pacific Lumber&Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 Mick Industries,Inc.Fri Feb 08 11:08:402015 Page 1 ID:IB2ZCHKzBND1u2Em9a919Gzns2P-QpoGVkxcXzJr4L oG?b3r69uYX5DnZold7lhkBznroz 0.6.8 I—II 1.9'0 I 1 1.7.8 I I-11--8-1 1 1-5-4 1 7.0-0 I[ 2-o0—[ 7-0-0 1 Scale=1:39.3 15x3 II 1.5x3 II 3x8= 1.5x3 II 3x6 FP= 1.5x3 I I 1.5x3 11 1 2 3 4 5 8 7 8 9 10 11 12 13 14 '0 1 23 22 21 20 19 18 17 18 15 1.5x3 II 3,13= 3x8 FP= 3x5= 3x5= 3x8= 3x5= 3x8= 750 i 14.9.0 I 22-8-12 I -8• 6.11-6 7-3-0 7-1-19 Plate Offsets(X.Y1-- f1:0-1-8.EdgeJ.[5:0-2-4.Edgel.[19:0-1-12.Edeel LOADING(pet) SPACING- 2-0-0 CSI. DEFL. In (lac) Weft Ud PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.01 17 n/a n/a - BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:96 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Slud/Std(ftat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:22-23,15-16. REACTIONS. All bearings 0-3-8 except(jt=lenglh)1=0-6-0,15=0-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)except 1=343(LC 5),17=950(LC 4),19=916(LC 3),15=373(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TONI0 k TOP CHORD 1-2=-813/0,2-3=-813/0,3-4=-290/237,4-5=-289/238,5-6=0/852,6-7=-611/265, �. 7-8=-610/265,8-9=0/890,9-10=01891,10-11=-984/0,11-12=-984/0,12-13=-984/0 O5 Off'WAS Ith,--4 y' BOT CHORD 21-22=-10/792,20-21=-10/792,19-20=-823/0,18-19=351/294,17-18=-385/342, G ,Si' C>,TY- 16-17=-206/348,15-16=0/857 t,' K2:, O C� • WEBS 5-19=-556/0,1-22=0/846,3-20=-640/0,5-20=0/893,8-17=-976/0,8-18=0/420, ce • 1.it- • 6-18=0/450,6-19=-931/0,13-15=899/0,10-16=0/765,10-17=-1046/0 '.. ` NOTES- .p /41:r1 1)Unbalanced floor live loads have been considered for this design. '8, 4,„49639,,-, tyy� • 2)All plates are 3x4 MT20 unless otherwise Indicated. +{, 0IST '9 3)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)15. `r', 4)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. QIVAL.. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. CEO P R 04- 7)CAUTION,Do not erect truss backwards. LOADCASE(S) Standard ,C... NG(NEF19 s/°2 ' 870 2PE -9 yN .,>N SAT.OREGO (1, o�N 'AO, AMBER 11 �`s A A. HEC'' EXPIRES:06/30/2015 February 6,2015 A WARNING-Veilydesign parameters and READ NOTES ON IRIS AND INCLUDED MTh REFERENCE RAGE1411-1473rest 1/29/201d IEFOREUSE Design valid for use only with MITek connectors.Ibis design Is based only upon parameters shown.and Is for on Individual building component. El - Applicability of design parameters and properincorporalion of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Addillonol temporary bracing to!mum stability during construction Is the responsibility of the Mire k' erector.Additional permanent bracing of the overall structure Is the responsibliy of the building designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing.consult ANSI/IPII Quality Criteria.055-89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Solely Inlormatlon available from Truss Plate Institute.781 14.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI lumber Is specified,the design values aro those effective 06/01/2013 by ALSO A _.1 Job Truss Truss Type Oty -Ply LENNAR R43771382 PL15.38 MAIN H F02 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,Oregon 7.530 a Jul 11 2014 MITek industries.Inc.Fri Feb 0811:00:42 2015 Page 1 - lO:IB2ZCHKz8NDl u2Em9a919Gzns2P-MCvlwPys3aZYJ28AOQdXwXEEOLnhFTIK4RMno4znrox 0.&8 H I 1-ail 1 I 1-7-0 11 1.7-8 1 1 1-5-4 1 2.0.0 11 2-0.0 I 2-o-n I Seale=1:36.7 1.5x3 I I 1.5x3 II 3x6 FP= 1.5x3 I I 1.5x3 ll 1 2 3 4 5 6 7 8 9 10_ 11 12 13 • •-� _:rte ^_ � _ WM _►.��'•� d ., 11 • 21 20 19 18 17 18 15 14 1.5x3 I I 3x5= 3x8=3x8 FP= 3x5= 3x8= 3x5= I p-ael .6-0-0 i 13-3-0 I 21-0-12 1 88 f3 8 5.5.8 7-3-0 7-9-12 Plate Offsets(XX). f1:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 15 >999 480 MT20 220/195 - TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 14-15 >999 360 BCLL 0.0 Rep Stress Incl YES WB 0.39 Horz(TL) 0.01 14 n/a Na BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:89 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(fiat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except(jt=length)1=0-6-0,14=0-1-8. (ib)- Max Gray All reactions 250 lb or less at Jolnt(s)except 1=273(LC 5),19=611(LC 3),16=956(LC 4),14=370(LC 5) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ^CONIO , TOP CHORD 1-2=581/0,2-3=-581/0,3-4=0/633,4-5=0/633,5-6=-628/162,6-7=-627/162, WAS e�r 7-8=0/896,8-941/897,9-10=968/0,10-11=-968/0,11-12=-967/0 0 04' ter' BOT CHORD 19-20=-209!370,18-19=-183/326,17-18=183/326,16-17=348/347,15-16=-211/324, G F,i sr, 0 14415=0/849 I y 1f; x WEBS 1-20=0/603,3-20=0/364,3-19=-77110,7-16=990/0,7-17=0/433,5-17=0/387, I N 5-19=-859/0,'12-14=890/0,9-15=0/767,9-16=-1047/0 //f ! NOTES- `'64 1)Unbalanced floor live loads have been considered for this design. 15 .4, 496390 .4/ 2)All plates are 3x4 MT20 unless otherwise indicated. F r'1STER 3)Provide mechanical connection(by others)of truss to bearing plate at Joints)14. ks+ - ZJG 4)This truss Is designed,ln accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • ONAL.. - 5)Recommend 2x6 slrongbacks,On edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shag not exceed 0.500in. �?0 P R,OFFS 7)CAUTION,Do not erect truss backwards. GIN FF9 --, LOAD CASE(S) Standard �� :87022PE - r y .Aj,.OREG•N rt Ali O 9�, AMBER, \1 ,r OS A.. H ERCP ,EXPIRES:06/30/2015 February'6,2015 B. AWAR.MG-Verity design parameter and READ•/>0IESON THIS AND INCLUDED.HMI(REFERENa PAGEMR:7473 rem I/29/201e OffOREUSE•: ■■■■■ Design valid for siso only wilh Milek connectors:Thus design b based only upon porameidrn shovm,and Is for an individual buiding component. E k1 _ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown M Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the FM'"erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding tabdcallon.quaGiy controL storage.delivery,erection and bracing,consult ANSI/FBI Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane.Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern MOP)lumber Is specified,the design values are these effective 05/01/2013 by ALSC. P. 1, Job Truss Truss Type Qty Ply LENNAR R43771383 PL15-36_MAIN H F03 Floor 5 1 Jab Reference(optional) Pacific Lumbar&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Mrrek Industries,Inc.Fd Feb 08 11:06:43 2015 Page 1 ID:IB2ZCHKzBND1 u2Em9a919Gzns2P-gOTP71zUquhPxCjNy88mTInQVk9s_zaTJ56LLWznrow 0-6-8 1-----1 I 1-6-0 I I 1-4-12 I 2-0-0 I Scale=1:14.6 1.5x3 II 3x5= 1.5x3 II 1 3x4= 2 3 43x4= 5 • 0 1„ ! r ..4111.- — - -r ISO 9 83x5= ,4 6 1.5x3 II 3x5= 3x4= 1 0.6-8 1 3.11-0 I 7-6-12 I 0-6-8 3-4-8 3-7-12 Plate Offsets(X.Y1— 11:0-1-8.Edae) (3:0-1-12.Edge).17:0-1-12.Edgej LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/defl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.00 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.08 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:32 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=15610-6-0 (min.0-1-8),6=156/0-1-8 (min.0-1-8),7=47410-3-8 (min.0-1-8) Max Grav1=171(LC 3),6=169(LC 4),7=474(LC 1) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. vaATONIO � WEBS 3-7=282/0,1-8=0/255,3-8=0/383,4-7=-383/0 i..----....,,, , WAS1a,.CNOTES-1)Unbalanced floor live loads have been considered for(his design. I wre•n. �0 ' 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. % N 3)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to i ,r be attached to walls at their outer ends or restrained by other means. rd X9639 k/tck. 5)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �,( �FCIS'39 1' • 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �3st.. , r87444 022PE • y � N •$.,.OREGp z/ � SMBER �1 11.0"4/BER" �Q� A. 1-10:1/4 EXPIRES:06/30/2015 February 6,2015 c.,,,,.-i 7 -...1m,., e'-1,A`. ,,T..r..-:+tea N.-„1 1, , a.. 'JJ'a.3 '.a'r.. ..,u-,,...c.s' 4'ttoFi ..,t' - . . - ..t.c '-.-•. .,,#an a<YPSa,t4 ,cc. -�"�, =.-!."� ®WARNS%•verity dasign psrameten and READ HOTESON TUTS ADD 15ClW0DWIEKREFERENCE PAGE 411.7413 rex 1/19/201d BEFORE SASE - Design valid for use only Win Mirek conneOily u connectors.This design Is based opon para-rneters thown,and Is for an Individual bsidding component., Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not buss designer.Bracing shown �q Is for lateral support of Individual web members only.Addlilonat temporary tracing to Insure stobllty during construction b the responsibility of the IYIiTek' erector.Additional permanent bracing of the overall structure h the responsibOty of the building designer.For general guidance regarding I fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/TP11 Quality Criteria.055-89 and SCSI Building Component 7777 Greenback Lane,Side 109 Solely Information available from Trust Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Cdrus Heights,CA,95610 If Southern Pine(SP)lumber 11 specified,the design values are these effective 06/01/2013 by ALSC A Job Truss Truss Type Qty Ply LENNAR R43771384 PL15-36_MAIN_H F04 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Fri Feb 00 1 I:06:43 2015 Page 1 - ID:IB2ZCHKzBND1u2Em9a919Gzns2P-gOTP7IzUquhPxCjNy88mTInQNk8M zTTJ56LLV znrow 0-6-8 1-1 I 1-4-17 1 1-41) i Scale=1:14.6 1.5x3 11 1.5x3 11 1.5x3 11 1 23x4= 3 4 3x4= 5 * . . y - 1 e 8 3x4= 3x5= 8 7 6 354= 1 0.6.8 1 7-6-12 J 0-6-8 7-0-4 LOADING(psI) SPACING- 2-0-0 CST. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.04 6-7 >999 360 - BCLL 0.0 Rep Stress Inc: YES WEI 0.20 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- _ TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18.Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(Oat) GOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS, (Ib/sIze) 1=37910-6-0 (min.0-1-8),6=379/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, TOP CHORD 1-8=0/323,2-3-1050/0,3-4=-1049/0 BOT CHORD 7-8=0/696,6-7 /809 1,1419NIO kpp WEBS 4-6=-859/0,4-7=0/255,2-7=0/376,2-8=76110 oc, Dc;WASI7 Wy, NOTES- G ,�F wC ry 1)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)6. I yQ' )4,--4,,.. 'Ox 2)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` tl 'h.,3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to /�. be attached to walls at their outer ends or restrained by other means. �r 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ,.d /�� 5)CAUTION,Do not erect truss backwards. . '� ,p 496344, �A�, �CISTER� �' . LOAD CASE(S) Standard sStOIVALG • c,,,Ep PRops.- '\ ' NGANF /o2�� Rr :87022P ' � ,• + • . • -F,,,.Aj,.OFT. GON rye�Iv� O �1 ER, \1 On A. H - C4,1?- EXPIRES:06/30/2015 February 6,2015 - t 4 a t9AR/OA4-Verity design parameters and REDID IVIES OH THIS AND NODDED MINX REFERENCE PAGE 1411.7413 nee 1/29/2014 BEFORE USE * Design valid for use only with Mink connectors.This design is based only upon parameters shown,and Is for an Individual building component. Ell• Applicability of design parameters and proper Incorporation of component is responsibBity.of building designer-not truss designer.Bracing shown - Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the respamlbBGly of the MiTek� erector.Additional permanent bracing of the overall structure Is the responsibfty of the bullring designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria.021.89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information avolable from Truss Plato Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 -It Southern Pine ISP)lumber Is spec Hied,the design values are those effective 06/01/2013 by ALSO 'Y Job Truss Truss Type Qty Ply LENNAR R43771385 PL15-36 MAIN 4 F05 Floor 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 a Jul 11 2014 hlffek Industries.Inc.Fd Feb 06 11:06:44 2015 Page 1 ID:IB2ZCHKzBND 1 u2Em9a919Gzns2P-Jbl nL5_7bCpGYMIZVr(77yJYY8SBjK2dXlrutyznrov 1 2-0.0 1 1 1-1.17 1 1 1-8-8 1 1-9.0 11 1-9-0 1 1.9.0 11 7-9.0--i Scale=1:34.2 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x8= 3x5= 1.50 II 3x4= 1.5x3 I I 3x5= 1 2 3 4 5 8 7 e 9 10 11 • Y 1: 17 16 14 13 12 3x4 = 3x5= 3x8= 3x5= 3x8= 30= 1.5x3 II I 9.7-12 I 18.10.4 18-4-1? 9.7-12 9-2-8 6-6 Plate Offsets(X.Yi-- [6:0-1-12.Edael.[11:0-1-8.Edgel.(14:0-2-8.Edgej.f15:0-1-8.Edoe1.116:0-1-12.Edgal LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udall L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.09 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 18=408/0-1-8 (min.0-1-8),11=392/0-6-0 (min.0-1-8),15=1287/0-3-8 (min.0-1-8) Max Grav18=450(LC 3),11=438(LC 4),15=1287(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. vay'jONIO 1. ,p TOP CHORD 2-3=1474/0,3-4=1474/0,4-5=-51677,5-6=-2/678,6-7=0/1684,7-8=-1140/197, el? WAS/1.4 ' W 8-9=-1140/197,9-10=-1124/0,10-11=-1124/0 O OF' `W -y BOT CHORD 17-18=0/1108,16-17=-226/1076,15-16=164410,14-15=-607/307,13-14=0/1369 C) ��(' 1 G'> `2, WEBS 8-15=-732/0,2-18=-1161/0,2-17=-37/383,4-17=0/555,4-16=-126910,6-16=0/1238, r.4errs, Ox 11-13=0/1169,9-13=-260/117,9-14=-379/0,7-14=0/1020,7-15=-1545/0 •' r N NOTES- I 1)Unbalanced floor live loads have been considered for this design. rd r�•'r 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. j1� ,pi.44963 .. 4 3)This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. C.ISTV 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc end fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to vSSIONQL14G be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • 6)CAUTION,Do not erect truss backwards. • LOADCASE(S) Standard K(� 0 PIR.04-uo cr. :870 2PE , y -0T,OREGO fp QIVV -PC„AMBER 11 P\ SA. HECA EXPIRES:06/30/2015 February 6,2015 ®IVARN/AG-Verily design paramelen and READ?MESON THIS AND ma UM HI1EN REFEREACE PAGE FfII.1413 me 1/29/1014 BEFORE USE. - Design valid for use only v4Ih FMek connectors.fhb design Is based'only upon parameters stiown.and Is foran individual building component. Mil• Appfcablify of design parameters and proper incorporation of component Is responsibiiiy of building designer-not toss designer.Bracing shown Is for talerol support of Individual web members only.Addlional temporary bracing to Insure stablfiiy during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the butlding designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing.consult AN51/1F11 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information ovallabfc from Truss Plate Institute.781 N.Lao Street,Suite 312.Alexandria,VA 22314. Citrus Helghls,CA 95610 If Southern Pine ISPI lumber Is specified,the design values are those effective 06/01/1053 by AISC LENNAR 2664E BURLINGTON 3-CAR 13-1/2" OPEN WEB JOIST @ 24" O.C. PL15-36 UPPER 9/30/2015 14-01-08 o0 Products q 9PlotID Length Product Plies Net Qty N fSTARTFRAMINGREREti, BM22 11-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 MOON! BM1 6-00-00 3 1/2"2x 9"Glulam(1.8E 24F-V4 DF/DF) 1 3 SM1f r. 8M4 P� eM1p �" BM11 BM12 20-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 9-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM5 14-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 RM1 31-00-00 2X14 DF#2&BTR 1 1 RM1 27-00-00 2X14 DF#2&BTR 1 1 RM1 18-00-00 2X14 DF#2&BTR 1 1 BK1 13-00-00 2X14 DF#2&BTR 1 2 8 8 2 8 2 2 8 8 8 ILL o 8 BM8 13-00-00 2X14 DF#2&BTR 1 2 8 8 8 0 0 8 8 8 0 0 0 LL LL LL LL LL LL LL LL LL LL 'LL LL RM1 13-00-00 2X14 DF#2&BTR 1 1 BK1 11-00-00 2X14 DF#2&BTR 1 1 x RM1 9-00-00 2X14 DF#2&BTR 1 1 BM13 8-00-00 2X14 DF#2&BTR 1 1 — RM1 8-00-00 2X14 DF#2&BTR 1 1 9 BM6 4-00-00 2X14 DF#2&BTR 1 3 I ilk BK1 - — BM5 - o BK1 o- — RM1 4-00-00 2X14 DF#2&BTR 1 3 _ _ .� � ---.:. � _ s r _ 1� RM1 1-00-00 2X14 DF#2&BTR 1 1 • P. 002 I Lb: to 'o �o of L- !RM1 I LL LL a LL LL, I� I ALL BEAM SIZES PER ARCHITECT/ENGINEER II o 0 0 0 wi LL LL LL BK1=BLOCKING FLOOR LOADING �; a �I Pad RM1=RIM BOARD 40 LL IRM1I II 15 DL -- --s_ s- ACCESSORIES �RM1 RM1 IRM1I - 'v - - QTY 2� O LUS414 15 m 2X6 DF#2&BTR FOR RIBBON 44' o I 0 1L-s-- —_'=v IBM13I 2X14 DF#2&BTR FOR SHEAR BLOCKING 24' h to LO N N N LL o 0 0 0 © LU212 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING o W AND SHEAR BLOCKING REQUIREMENTS. 'U' 2 o m m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. " BK1 (FLOOR DESIGNED TO MEET OR EXCEED1/480 DEFLECTION CRITERIA( - r II I A IRM1I I _• ':--i JOIST WITH RIBBON IBM22I --- IBM12� r Pacifi t umber & TRUSS \ COMPANY s LENNAR -r 13-1/2" OPEN WEB JOIST @ 24" O.C. 2664E BURLINGTON 3-CAR PL15-36 UPPER 9/30/2015 14-01-08 0 0 F Products 4 4 PIotID Length Product Plies Net Qty 9 START FRAMING HERE > q 4 BM22 11-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 I t I t BM1 6-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 3 ® BM12 20-00-00 3 1/2"x 10 1/2"Glulam 1.8E 24F-V4 DF/DF 1 1 BM1 BM1� ;BM4y )BM1 BM4 9-00-00 3 1/2"x 10 1/2"Glulam (1.8E 24F-V4 DF/DF) 1 1 BM5 14-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 RM1 31-00-00 2X14 DF#2&BTR 1 1 RM1 27-00-00 2X14 DF#2&BTR 1 1 ._.....:r RM1 18-00-00 2X14 DF#2&BTR 1 1 BK1 13-00-00 2X14 DF#2&BTR 1 2 0 0 0 IM N 0 0 o BM8 13-00-00 2X14 DF#2&BTR 1 2 0 0 0 0 to 0 o io o 10 0 to l0 0 0 0 0 o io ,LL LL LL u. ILL LL LL •LL LL •LL LL LL LL LL LL LL LL LL LL RM1 13-00-00 2X14 DF#2&BTR 1 1 b . BK1 11-00-00 2X14 DF#2&BTR 1 1 RM1 9-00-00 2X14 DF#2&BTR 1 1 BM13 8-00-00 2X14 DF#2&BTR 1 1 Ems) RM1 8-00-00 2X14 DF#2&BTR 1 1 BM6 4-00-00 2X14 DF#2&BTR 1 3 If' (/B�� '?.I) RM1 4-00-00 2X14 DF#2&BTR 1 3 E ,BK1. _ BM5_a. • _ BK1 Abr, RM1 1-00-00 2X14 DF#2&BTR 1 1 r ,_..T- v--v .. IRM1I IMMIIIIMA . I���,,,, I ALL BEAM SIZES PER ARCHITECT/ENGINEER I IIRM11 0 0 0 0 II 2 Iu_ 0 0 o w FLOOR LOADING 0 0 0 LL BK1=BLOCKING LI- . RMI=RIM BOARD 40 LL ac .. ...,. .....,•.,,:n1 1c7:, 4 15 DL 4 ••. . II RM1 -- ACCESSORIES QTY "I IRM1I RM1 RM� O LUS414 15 to I 2X6 DF#2&BTR FOR RIBBON 44' Im io i _ •_- o 2X14 DF#2&BTR FOR SHEAR BLOCKING 24' ' • IBM13i LU212 1 N N N N LO 10 0 0 0 0 0 0 • LL LL LL LL LL LL 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING I I AND SHEAR BLOCKING REQUIREMENTS. m _ �A o • I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IFA I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( 1 =_. == _== BK1 _ 1 - Rr.M1I --cJJ ' 1 I JOIST WITH RIBBON �j E jr_____,BM221 t BM12 Pacifi ` umber & TRUSS \ COMPANY —a MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL15-36_UP PER Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R44719674 thru R44719679 My license renewal date for the state of Oregon is June 3Q,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 - These truss designs rely on lumber values established by others. � 1.O P ROA.--i- �(.,<C1.‘ vNGINE9 /02 . °' .87022PE ..`,, 9f. yccc N �j,.OREGON R�O04 �C'��MBER 1�. P� Sq HEP EXPIRES:06/30/2015 June 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and.use of this component for any particular building is the responsibility of the building_designer,per ANSI/TPI 1. ;J I Mffek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 • Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-36_UPPER Fax 9161676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R44719674 thru 844719679 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0-cONIO bS ovWAs Cr 4, C I ye' er. �9. N 4,, s R,b w� . `5' ,/ (1;0'16. ,07 June 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANST/TPI 1. 1 Job Truss Truss Type Z)ty Ply LENNAR - R44719674 - PL15-38UPPER Fal Floor 5 1 _ ,Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 a Jul 11 2014 MTek Industries,Inc.Tuo Jun 18 10:56:14 2015 Paget ID:b7svIcGfy7K2BFHAyi57_PyJxQ 1-2v96_sOrhXUvJF7haKb71 kH9tv_IgPpQtkT5Wlz5iH7 I 2-6-0 I 7-3.3 I I. 1-2-0 1 1 0-11-13 I Scale=1:14.1 1.5x3 II 1.5x3 II 1.5x3 Il 1 23x4= 3 4 3x4= 5 -o- i'i m • e e • g 8 7 8 3x4 = 1.5x3 II 3x4= 3x4 = I 4-10-11 510. 5-7-3 I 6-2-3 I 7-5-0 I 4-10-11 0.1- 0-7-0 0-7-0 1-2-13 Plate Offsets(X Y)- [4:0-1-8 Edo),(8:0-1-8.Edge( LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 - TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.18 8-9 >485 360 - BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 9=401/0-3-12 (min.0.1.8),6=401/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-57310,3-4=-573/0 oTON7() k4, - BOT CHORD 8-9=01708,7-8=0/573,6-74/573 ,p WEBS 2-9=-760/0,4-6=-771/0 oc, OF:wAS.1/. W (,) �4 �>r WCl� d NOTES- . y ) < vs 1)Unbalanced floor Rye loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. / 3)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -gr 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to v0 be attached to walls at their outer ends or restrained by other means. 7' Q.49639 2y ��'� �QISTER� . LOAD CASE(S) Standard dlsi. ALtiilG �crc0_p ROPE. . �c ANG N�FR �'/0� :87022PE ' 9 7 cP • ',N �-$,.OREG•N qr �N -p(-' AMBER A\ r �`.3 A. HERCP EXPIRES:06/30/2015 , June 16,2015 s 4 - AWARNING-Verify design paramatars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11111.7473 rev.02/16/2016 BEFORE USE. Design valid for use only with Well connectors.'This design Is based only upon parameters shown.and Is for an individual building component. MI' - Applicabililyof design parameters and proper Incorporation of component Is responsibility of building designer-not Truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure ilabltly duang construction Is the responsibB6ty of the MiTek• erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage,delivery,erection and bracing.consult ANSI/1Ft I quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Solely Information available from Truss(Mote Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Suite 109 rnnrs HpIghts_CAjnaill i -. Job Truss Truss Type Qty Ply LENNAR R44719675 PL15.38_UPPER F02 Floor 1 1 Job Reference(optional) - Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jut 11 2014 MITek Industries,Inc.Tue Jun 16 10:58:15 2015 Page 1 ID:b7svllcGfy7KZBFHAyi57(1.7P�yNJ�x�Q 1-7WSjVBC1 TSrclxPau826MaxplYJFkZIWL6(10�1D(2Jz51H_ 1 1-n-n 1 15.111 1-7-0 i IL-1 r—.-2'1L1--�1 1-2-0 1 1-2-n 1 f18 Scale=1:32.9 4x5= 3x5= 3x4= 3x4= 3x4= 3x4= 3x4= 354= 455= 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 wiwww ssssrl�wwwssrl�� as •. ��s �� PM air 29 . 28 27 28 25 24 23 22 21 r 3x4= 4x6= 3x8= 34= 3x5= 3x5= 3x4= 3x8= 4x8= 3x8= 1 19-5-4 I 19-5-4 Plate Offsets(X.Y1- 114:0-1-8.Edge].]24:0-1-8.Edael LOADING(psi) SPACING• 2-0-0 CSI. DEFL. In (lac) I/de0 L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.37 25 >627 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.58 25 >401 360 BCLL 0.0 Rep Stress Incr YES VB 0.68 Horz(TL) 0.09 20 n/a nla BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight:97 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(tIat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1053/0-5-8 (min.0-1-8).30=1059/0-2-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2002/0,3-4=-2002/0,4-5=-3498/0,5-6=3498/0;&-7=-4503/0,7-8=-4503/0, olONIQ kF 8-9=5005/0,9-10=-5005/0,10-11=-5039/0,11-12=-5039/0,12-13=-4483/0, 13-14=-4483/0,14-15=3862/0,15-16=-3862/0,16-17=-2325/0,17-18=-2325/0 O5 OV:WAS 'i' BOT CHORD 29-30=0/1065,28-29=0/2809,27-28=0/4059,26-27=014813,25-26=0/5084,24-25=014809, V � n Cl, -- 23-24=0/4483,22-23=0/4483,21-22=0/3192,20-21 /1281 /Z.=0/1281 .2, d ' WEBS 13-24=-21/477,14-23=0/385,2-30=1463/0,2-29=0/1286,4-29=-1108/0,4-28=0/946, co ' tit 6-28=-770/0,6-27=0/609,8-27=-425/0,8-26=0/264,12-25=-66/427,12-24=-829/8, 4.N.. I 18-20=1615/0,18-21=0/1346,16-21=-1118/0,16-22=0/865,15-22=-55/264, fi�L/ 14-22=-1186/0 .d t>; • NOTES- �O�' 4'0!SIT:A '' • • 1)Unbalanced floor live loads have been considered for this design. �s`SIOIVAL 116 2)All plates are 1.5x3 MT20 unless otherwIse Indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at J(At(s)30. ' 4)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �Go PR,QF' be attached to walls at their outer ends or restrained by other means. LS 6)CAUTION,Do not erect truss backwards. ��,, ANO(NE- •• Lr/19 °�i LOAD CASE(S) Standard 9 87022PE . r ct (51 N C'N'Aj,.GREG•N rl� 41/ 'AO cc IA ER �1 ' OS A. HE� �P EXPIRES:06/30/2015 � June 16,2015 ., .>�. . s xs ss - -..n.zsgs ._. ,. , .,a ..,..ss. .. .. -.G_.-.. 3_ _.-" .,•. ®WARNING-Verify design paramelurs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 510.7473 rev.OH/6/2015 BEFORE USE. � Design valid for use onih Weirconnectors.This design Is based only upon parameters shown,and Is for an individual building component. MI• y wl Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure slab,Gly during construction is the responsibtltily of the Mire k• erector.Additional permanent bracing of Iho overall structure Is the responsiblty of the building designer.For general guidance regarding fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/IPI1 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plato Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. suite 109 Clinic Hpighrc CA 95R10 '4 • Job Truss Truss Type Oly Ply LENNAR ' R44719878 - PL1638_UPPER F03 Floor 7 1 Job Reference(optional) _ Pacific Lumber 8 Truss Co.. Beaverton.Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Tue Jun 18 10:58:18 2015 Page 1 ID:b7svicGfy7KZBFHAyi5?PyJx01-IHtOY25C8kc2Z94h1db69MU ibBIC?ILL2AyCZIz5iGz 1 1.0.0 1 1 1-1-t4 II .1-2-0 1In-7.611 1.2-0 1 1-2.0 II 1-2-0 1 1-7-n (1-118 Scale=1:32.4 II 4x5= 3x5= 304= 3x4= 3x4= 3x4= 3x4= 3x4= 4x5= 1 2 3 4 5 8 <:2 9 10 11 12 13 1415 18 17 18_ // a \J\\\ rl fs ,\ i/ e./ -�+\o,- _ \� 2 a 7 MI 3010ae e e 0 0 i e 29 28 27 28 25 24 23 22 21 20 304= 4x8= 3x8= 3x5= 3x5= 3x5= 3x6= 4x6= 3x6= I 19-1-4 I 19-1-4 Plate Offsets(X.YI— [12:0-1-8.Edoel.(13:0-1-8.Edoel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.35 24 >656 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.54 24-25 >419 360 _ BCLL 0.0 Rep Stress Inc- YES WB 0.67 Horz(TL) 0.08 19 n/a h/a _ BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:95 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4'OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=1034/0-5-8 (min.0-1-8),29=1040/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-AU forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1963/0,3-4=-1963/0,4-5=-3421/0,5-6=3421/0,6-7=-4387/0,7-8=4387/0, . "ToNIO 1,p 8-9=4852/0,9=10=-4852/0,10-11=-487810,11-12=-4878/0,12-13=-4378/0, 13-14=-3772/0,14-15=-377210,15-16=-2279/0,16-17=-2279/0 Cj Oft9JASN. W BOT CHORD 28-29=0/1046,27-28=0/2751,26-27=0/3962,25-26=0/4677,24-25=0/4901,23-24=0/4378, C/ IS" WCy L AIT 22-23=0/4378,21-22=0/4378,20-21=0/3123,19-20=0/1257 rees; 0M WEBS 12-23=-302/0,13-22=0/418,2-29=-143610,2-28=0/1260,4-28=-108110,4-27-0/920, 03 � N 6-27=-744/0,6-26=0/583,8-26=398/0,11-24=-275/0,12-24=-52/810,17-19=1586/0, !I ;, 17-20=0/1317,15-20=-108810,1`-21=01837,14-21=-60/251,13-21=-1168/0 ivr / NOTES- -1 `49639/ q,� • 1)Unbalanced floor live loads have been considered for this design. O. RFCrST Xe. 2)All plates are 1.5x3 MT20 unless otherwise Indlcated. 3)Refer to,girder(s)for truss to truss connections. �.T'- . HA. 4)Thls truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 21i6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3110d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ma 0 P R.QFF 6)CAUTION,Do not erect truss backwards. �' O;iNE 0/ LOAD CASE(S) Standard 't" 870 �N F9 029 870 2PE - • r -y N�-3).:OAEG N rP AQ �OOFMBER *\ P� s A-, HERS EXP .I RES:06130/2015 June 16,2015 I I e ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.02/16/2015 BEFORE USE. �— Design valid for-use only with Mick connectors.This'design Is based only upon parameters shown,and is toren individual building component. [� - Applicability of design parameters and proper Incorporation of component is rosponsiblity of building designer-not buss designer.Bracing shown ip�Pja Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during consiruclion is the respomibtty of the IVI iTek• erector.Additional permanent bracing of the overall sbucture Is the responsiblGy of the building designer.For general guidance regarding fabrication.quality conlroL storage.delivery.erection arid bracing•consult ANSI/lPit Quality Crileria,DSB-89 and SCSI Building Component 7777 Greenback Lane Solely Information available born Truss Plale Inslitute.781 N.Lea Street.Suite 312.Alexandria.VA 22314. suite 109 ranrc Helghls.rA Slscsn Job Truss Truss Type Qty Ply LENNAR - R44719677 PL15.36 UPPER F04 FLOOR 4 1 Job Reference(optional) - Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 a Jul 11 2014 Mfrak Induslrles,Inc.Tue Jun 16 10:56:17 2015 Page 1 ID:b7svlcGfy7KZBFHAyi57_PyJxQ1-SUrFcu2jzSsTAjkGFTOg(Mvid62glmEsaiim5Cz5iGy I 2-6.0 1 11.6-17 1 1 1.6.14 1 1 1-241 1 1 1-11-2 I . Scale=1:19.1 1.5x3 II 3x4 = 3x4 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 8 7 e e 'e ��ie o 0 _ 00000000000000 111111111111111104444444041 ''., e o e 111" L.12 7 10 9 3x4= 8 1.5x3 II 3x4= 34= 3x4= I 3-2-0 I 10-11-12 I 3-2-0 7-9.12 Plate Offsets(X.Y)-- 14:0-1-8.Edgel.f9:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.06 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.13 8-9 >689 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 51 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=564/0-3-8 (min.0-1-8),12=203/Mechanical,8=427/Mechanical Max Grav11=564(LC 1),12=232(LC 8),8=432(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -zyTONIO TOP CHORD 4-5=-769/0,5.6=-769/0 S P' WAS BOT CHORD 11-12=0/292,10-11=0/769,9-10=0/769,8-9=0/784 O Ovr WEBS 2-12=-313/0,2-11=-283/0,4-11=775/0,6.8=842/0 V •S4' 0, Z••T /at. NOTES- % Si0....., 1)Unbalanced floor live loads have been considered for this design. • , 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd <l: 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to PO 4,,,49639}... k/ be attached to walls at their outer ends or restrained by other means. 3t' 01sT 5)CAUTION,Do not erect truss backwards. �s`s4ONALti�C5 LOAD CASE(S) Standard ��'.' P R.OFFSS Q���S �N�(NEFR /o29. 87022P� ' r � - >" yt�,OT,OR GON rL� �N -51' `ii,/BER '\'‘ PCO S A. HEY' EXPIRES:06/30/2015 June 16,2015 ®WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 611.7473 rev.02115/1015 BEFORE USE. wF=Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and h for an Individual building component. El Applicability of design parameters and proper incorporation of component Is responubl'ity of bulding designer-not truss designer.Brading shown is for lateral support of Individual web members only.Additional temporary bracing to insure slabilty during construction Is the responsibl0ty of the R A' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/IPl1 Quality Criteria,0SB-89 and BCSI Building Component 7777 Greenback Lana Safely Information available from Truss Plato Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 raawNaighrs,CA 9Sete • • Job Truss Truss Type Qty Ply LENNAR _ R44719878 - PL15.38UPPER FOS Floor 6 1 Job Reference(optional) Pacific Lumber Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries.Inc.Tue Jun 16 10:58:18 2015 Page 1 - ID:b7svlcGy7KZBFHAyi5?PyJx91-whPdpE3Lkm_Ko11SpAf3CaRmcWL?m720oMRJeez5iGx 1 1-1-4 1 I 1-7-4 1 2-8-0 1 1 1-8-14 II 1-7-0 II 2-1-2 1 Scala=1:41.2 3x6= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x8 FP= 1$n3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 1; st.I .,.: I! Z � e .4 -Ti 22 21 20 19 18 17 16 15 14 3x6= 350= 3x8 FP= 3x6= 34= 1.5x3 II 1 1.4.4 1-5,12 18.2-12 I 23-11-0 I .1-4d D-A 14-9-0 7-8.4 Plate Offsets(X.Y)-- [t0:0-1-8,Edael 115:0-1-8,Edeel.122:Edae 0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (toe) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.12 18-20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 14-15 >438 360 BCLL 0.0 Rep Stress!nor NO WB 0.64 Horz(TL) 0.03 14 n/a n/a - BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:109 lb FT=0%F.0%E - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DFNo.1&BU(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/sIze) 14=299/0-1-12 (min.0-1-8),21=1282/0-5-8 (min.0-1-8),17=1389/0-3.8 (min.0-1-8) Max Uplift14=30(LC 6) Max Grav14=413(LC 5),21=1282(LC 1),17=1435(LC 4) �TONIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. pr� +{��- TOP CHORD 1-2=0/561,2-3=0/563,3-4=-2064/0,4-5=-2064/0,5-6=-201510,6-7=-2015/0, Q0 OFswASflj4, '✓y, 7-8=0/1170,8-9=0/1170,9-10=0/1164,10-11=-651/567,11-12=-6511567 G � �N L') L BOT CHORD 20-21=-209/982,19-20=0/2369,18-19=0/2369,17-18=0/885,16-17=-567/651, i /te K'i, �� cd 15-16=-567/651,14-15=-181/738 co tJ WEBS 1-21=-695/0;7-17-201610,7-18=0/1254,6-18=-251/0,5-18=-419/57,5-20=-408/0, 4-20=-260/0,3-20=0/1244,3-21=-1333/0,10-17-1194/0,12-14-792/194, %P?f 12-15=-48!)/0 K• 1 ••••',P -49639 k,/ • NOTES- (3.4' �GlSTER� 1)Unbalanced floor live loads have been considered for this design. • �S'Sj' G 2)All plates are 3x4 MT20 unless otherwise Indicated. •- ,- -- 3)Provide mechanical connection(by others)of truss to bearing plate at joInt(s)14. 4)This truss is designed In accordance with the 2012 International Building Code section 2306.1 end referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ca P R•0FF be attached to vialls at their outer ends or restrained by other means. 1'G, s 6)CAUTION,Do not erect truss backwards. �� tGNGIN�FR s/O • 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)360 lb down at 0-1-8 on top chord. •,C7 -ji9' The design/selection of such connection devIce(s)is the responsibility of others. $]022 P E 8)In the LOAD.CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard -- 1)Deed+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 („t - 1cV Uniform Loads(pit) 2' 0,o OAEG N <v Vert:14-22=-10,1-13=-100 Y T� 1 95 Q Concentrated Loads(16) O MQER \ - Vert:1=-360(F) On A.. HO; �P • EXPIRES:06/30/2015 June 16,2015 • ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED bfITEK REFERANCE PAGE 5111.7473 rev.02/192015 BEFORE USE. Design valid for use only wills Mack connectors.This design Is based only upon parameters shown,and Is for an Individual building component. � . Appllcablilly at design parameters and proper Incorporation of componenl is responsibility of building designer-not truss designer.Bracing shown KIM** Is far lateral support of IndMdual web members only.Additional temporary bracing to Insure stability during construclion is the responslblihly of the kyr iTek� erector.Additional permanent bracing of the overall structure Is the responsibitty of the building designer.For general guidance regarding -fabrication,quality control storage,delivery,erection and bracing.consult 'ANSVIPI I Qualify CrIlerle,DSB-89 and SCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute.76i N.Lee Street.Suite 312.Alexandria,VA 22314. ' -- suite 109 Cknru NetgbLa,-._P—CA 85610 1 - Job Truss Truss Type ely Ply LENNAR _ R44719670 PL16-36_UPPER F06 Floor 11 1 Job Reference(optional) - Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Jun 16 10:56:19 2015 Page 1 I0:b7svllcGty7KZBFHAyl5?_PyJxQ1-PIz?1 a4zV368Q 111NIAIkn_YwdiVZW917 3sA4z5IGw 1_ f7$0-1 r-141 1-2-0 110.7.611 1.2.0 1 1.2.0 II 1-2.0 1 1-7-0 Tf76 scale=1:32.9 4x5= 3x5= 304= 3x4= 3x4= 3x4= 3x4 = 3x4= 4x5= 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 18 17 18 19 i i��\�/- _/�a\w/�eNM�sw e ; N7\ : 3114- -1 . • 3s 29 28 27 26 25 24 23 22 21 3x4= 4x8= 3x8= 3x5= 3x5= 3x5= 3x4= 3x8= 4x8= 3x8= I 19-5-0 19-5-0 Plate Offsets(X.Y)— (14:0-1-8.Edgel.(24:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.37 25 >630 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.57 25 >403 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Harz(TL) 0.09 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:97 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 20=1051/0-5-8 (min.0-1-8),30=1058/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-200010,3-4=-2000/0,4-5=-3493/0,5-6=3493/0,6-7=-4496/0,7-8=-4496/0, `TQNIO 46, 8-9=4995/0,9-10=-0995/0,10-11=5027/0,11-12=5027/0,12-13=-4475/0, Ql 13-14=-447510,14-15=-3857/0,15-16=-385710,16-17=-2322/0,17-18=-2322/0 p5 p4;WASA,, BOT CHORD 29-30=0/1064,28-29=0/2805,27-28=0/4053,26-27=0/4804,25-26=0/5073,24-25=0/4794, G ,��' lt., WCl,1t.23-24=0/4475,22-23=0/4475,21-22=0/3187,20-21=0/1279 ATT 0 MWEBS 13-24=-21/489,14-23=0/383,2-30=-1461/0,2-29=0/1285,4-29=-1106/0,4-28=0/945, r7 • ` I 6-28=-769/0,6-27=0/608,8-27=-424/0,8-26=0/263,12-25=-66/432,12-24=-83517, 18-20=-1614/0,18-21=0/1344,16-21=-1116/0,16-22=0/863,15-22=55/263, i,r 14-22=118210 rd 1 R 49639 a 44y NOTES- Off, FCISTERti • 1)Unbalanced floor live loads have been considered for this design. -.c..0 NAL��yG 2)All plates are 1.5x3 MT20 unless otherwlse indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at Joints)30. ' 4)This truss is designed in accordance with the 2012 International Building Code section 2308.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to CEO P R,OFF be attached to walls at their outer ends or restrained by other means. �, s 6)CAUTION,Do not erect truss backwards. do' NG(N fiF•� SO2 LOAD CASES) Standard c 870 2PE. •r' y �AT.0,121,EG N ryp Ol[!� 'A0,-,FMatR .0 r A. HES\4 EXPIRES:06/30/2015 • June 16,2015 ® • WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.02/16/2015 BEFORE USE. ■■�■� Design valid for use only with Mick connectors.This design Is based only upon parameters shown.and is for an Individual building component. Applicability of design parameters and proper-Incorporation al component Is responsibility of bulding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional lomporary bracing to Insure stabilty during construction is the responsibEBly of the IyriTek, erector.Additional permanent bracing of the overal structure Is Iho responsibilty of the building designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing,consult ANSI/TPII Quality Cdleda,DSB-89 and SCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute.781 N.Lee Shoot.Sufic 312.Alexandria.VA 22314. Suite 109 Cirrus Hetghls CA 155610 Symbols Numbering System A General Safety Notes PLATE LOCATION,AND ORIENTATION 1 3/4" Center plate on joint unless x,y I 6-4-8 ( dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets re indicted. (Drawings not to scale) Damage or Personal Injury E�= Dimensions are in ft-in-sixteenths.. I� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0 2. Tans bracing must be designed by an engineer.For .1/16., EM wide truss spacing,individual lateral braces themselves Aill0 may require bracing,or alternative Tor I _ O ins--6111PAIIIPP2 bracing should be considered. ■_� U3. Neverexceedthe design loading shown andnever o :6°- J stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 ��' C Or designer,erection supervisor,property owner and plates 0 'nt'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the .JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEoint and embed fully.Knots and wane at Joint - required direction of slats in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses wit be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated.or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicularESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and • in all respects,equal to or better than that 41/ r Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. ' if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. ■I♦10 reaction section indicates jointIINLIIITIIIIIIII IN II II 17.Install and load vertically unless indicated otherwise. . .....=-... 40 where bearingsoccur:Min size shown is for crushing only. �_,0 18.Use ofgreen or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. P1m ® is not sufficient: BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with, GuidetoGood Practice for Handling; . ..lie ANSI/TPI 1 Quality Criteria., Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.02/16/2015 r.