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LENNAR 13-1/2" OPEN WEB TRUSS @ 16"&24"O.C. 2776E DUBLIN DL SLAB PL14-409 MAIN H STMT FRAIANG 2P'0.C.MFRS > 1-10-00 1(7(2015 t t I/ IRM11 Products PIotiD Length Product Plies Net Qty ° F09 RM1 50-00-00 2X14 DF#2& BTR 1 1 " z Fps RM1 24-00-00 2X14 DF#2& BTR 1 1 E. FOS ? BK1 23-00-00 2X14 DF#2& BTR 1 1 BK1 22-00-00 2X14 DF#2& BTR 1 1 F09 ' RM1 20-00-00 2X14 DF#2& BTR 1 1 I F Fos 1 LL <:› LL LL BK1 19-00-00 2X14 DF#2&BTR 1 1 If a a a a a N N N " O LO RM1 16-00-00 2X14 OF#2&BTR 1 1 7. F09 LL LL LL LL LL LL U. LL LL U. LL I Fos I a IIII. 0 % P F II , n I, BK1 12-00-00 2X14 DF#2&BTR 1 2 F69it i BM5 12-00-00 2X14 DF#2&BTR 1 1 I I RM1 12-00-00 2X14 DF#2&BTR 1 1 Fps BM7 8-00-00 BBO1 1 1 4 p eKd " ' `� BM1 7-00-00 6601 1 3 F09 -i_. .....__.a a_ BM2 6-00-00 BBO1 1 1 b I M1� BM4 5-00-00 2X14 DF#2&BTR 1 2 FID p I �' U 0, BM5 3-00-00 2X14 DF#2&BTR 1 1 F10 I 1f BM6 3-00-00 BB01 1 1 M LMJ T I ALL BEAM SIZES PER ARCHITECT/ENGINEER 0 co0 0 0 IBK1•BLOCKING . LL LL LL LL LL Y RMI•RIM BOARD II���JII II OS N II — ACCESSORIES QTY II 0 0 0 2 o '6pll Q LU5414 3 II LL LL LL LL p LL �-:-Lm, II r E E n1 ° ° /18 1 ° C> L8214 3 NNN I 1 101 LL LL U. LL LL o 2X14 DF#2&BTR FOR SHEAR BLOCKING 24' Q1 XIX I 1 L.- ii I. I ` ri,)3 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1--��� R I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.' '- I ,--.--d-- --1 ^� I LL LL LL LL LL 'LL ILL w FLOOR LOADING -`1 a�s 40 LL 15 DL 400 'FLOOR DESIGNED TO MEET OR EXCEED U480 DEFLECTION CRITERIA' crii REFER TO STRUCTURAL PLAN FOR ADDITIONAL ` POST TRANSFER BLOCKING I n eC d n AND SHEAR BLOCKING REQUIREMENTS. �/�y STMT FRAMING IT NNN O.C.HERE 1 OAP. `� � rill _� :3- SINGLE ^ TOP CORD BEARING y J fir. I Pacifi umber I� U CI o _�^ & TRUSS COMPANY JOIST WITH RIM Z t� LENNAR 13-1/2"OPEN WEB TRUSS @ 16" &24" O.C. 2776E DUBLIN DL SLAB PL14-409 MAIN H 0 1nn015 } d t <STMT FRAMBJG 2r O.C.HERE T I ' BMII Products PIotID length Product Plies Net Qty , I -11 .; RM1 50-00-00 2X14 DF#2&BTR 1 1 +�Fos q = RM1 36-00-00 2X14 DF#2&BTR 1 1 �1 F09 *I RM1 24-00-00 2X14 DF#2&BTR 1 1 Ili 1i«tb �ligu� 'ii ..�_E I�::a IF� w�+ :: : �i iiiif` 1 23-00-00 2X14 DF#2&BTR 1 1 BK1 22-00-00 2X14 DF#2&BTR 1 1 . !`yy's{i' rtI T FosI J .- BK1 RM1 20-00-00 2X14 DF#2&BTR 1 1 , 1 F09 I 14 BK1 19-00-00 2X14 DF#2&BTR 1 1 u_ LL ILL LL LL ,gyp J RM1 16-00-00 2X14 DF#2&BTR 1 11 iii ' In ul N vl In a v a a a F09 1 BK1 12-00-00 2X14 DF#2&BTR 1 2 0 0 0 0 0 0 2 0- 0 2 2 LL LL LL LL LL LL LL LL LL LL LL CO 1 ___ __ ___ ___ __ __-MI __ __...._�1 -III F09 '; BM5 12-00-00 2X14 DF#2&BTR 1 1 — RM1 12-00-00 2X14 DF#2&BTR 1 1 • F09 1 i�BM7 8-00-00 BB01 1 1 .3 pKi�a y� 1 F0s BM1 7-00-00 6601 1 3 BM2 6-00-00 6601 1 1 I I F09 BM4 5-00-00 2X14 DF#2&BTR 1 2 RM1 II BM5 3-00-00 2X14 DF#2&BTR 1 1 0_ O12 i1m BM5 o F10 i BM6 3-00-00 BB01 1 1 V' .ni i, .. - ; F10 I ALL BEAM SIZES PER ARCHITECT/ENGINEER BK1.BLOCKIRG F m m m 1 _I EMI.RIM BOARD W' W Iii' 0 LCL' r l r N II m m ACCESSORIES QTY , p^�!II O LUS414 3 `I -BK1 11�� B LB214 3 E�CT.'„e Tei/ P-O'1:3-4I-°1• r LL '.,1- LLI , , u_ 1 I: 1 o LL LL 1 0 o N o 2X14 OF#2&BTR FOR SHEAR BLOCKING 24' w — LL w 9 E cc �� ml I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I �B ' LL Io o O P-• o-IO IW L!11IJ C' I. FLOOR a0 LL 15 DL I I 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 400 , REFER TO STRUCTURAL PLAN FOR ADDITIONAL I POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. A START FRAMING 1T O.C.HERE 000"' 5IN LE TOP CORD BEARING . -Pacifi 1 . umber '' _ - $c TRUSS ' COMPANY JOIST WITH RIM 1 , r•� MiTeke • MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-409_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:R43555150 thru R43555161 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. PR• • 5 �GINEc /O 4t 87! 2PE f' - i N ,C - ,•'% .%,,ORE0z�� GON H C� M ER .\� P ;.••. S A HE�� EXPIRES:06/30/2015 January 7,2015 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. . . 1 MiTek® mit MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-409_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: R43555150 thru R43555161 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. ,TONIO .??4- Ci pS WASHY I AT 6._11, r 49639q� O•r�S Fcts7'SK" IreL. January 7,2015 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. Job (Truss Type Oty Ply LENNAR PL14-409_MAIN i F01 'Truss FLOOR 5 1 R43555750 Job Reference jo9tionall Pectic Lumber L Truss Co. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Wed Jan 07 09:40:56 2015 Page 1 • ID:aKCOLB_c6xyunbpi6VkulozQEsD-uzEhv4HLbOYJ6N1 UQM6AJyJOL?YOZZx9Gn?FUbzxitL I 2.6.0 I 1 0-t1-0 i 102,9±4H1-2-0 I) - 2'5'14 Scale=1:32.9 1.50 II 3x4= 1.5x3II 3x6= 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 6 6 7 B 9 10 17 11 v • e e• e PO k. 1 /6 14 13 12 3x4 = 356= 3x6= 3510= 1.553 II 354= 354 = 134.14 I 6.36 8-1610 12.5-14 113-0-141 131916 18-1012 I 8-3-0 0.--6 S-0-t4 0-7.0 0.7.0 6-16 0-1-6 Plate Offsets(X,V)- 17:0-1-8,Edoe1,112:O-1-8,Edeel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.09 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.19 11-12 >781 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1861r(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 braang. REACTIONS. (lb/size) 17=138/0-2-8 (min.0-1-8),15=133810.4.0 (min.0-1-8),11=588/0-4-4 (min.0-1-8) Max Uplift 17=-94(LC 4) Max Gray 17=273(LC 3),15=1338(LC 1),11-597(LC 4) 01ONIO 14, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-18/834,3-4=-18/834,4-5=0/1251,5-6=-959/0,6-7=-959/0,7-8--1628/0, NQS�Q4 WAs ,o 8-9=-1628/0 4v /jr 3, `7 BOT CHORD 16-17=-342/388,15-16=-1251/0,14-15=-558/0,13-14=0/1628,12-13=0/1628, d / O dl 11-12=0/1214 + " � x WEBS 4-15=-550/0,2-17=-416/367,2-16=-765/0,4-16=0/783,7-14=-749/0,6-14=-282/0, 5-14=0/1505,5-15=-1058/0,9-11=-1303/0,9-12=0/480 "d49639 • NOTES- • 0 .4. _ .,�Q 1)Unbalanced floor live loads have been considered for this design. +f' QI817>r' 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. v4i.., AL01 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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. . v0 PRO SS LOAD CASE(S) Standard ��.. �GNGINE •4 >0 K- 87022P: �r y .'0),.OR. GON ft �<1 CLQ OBER •11 P+'. `s A. He?' • EXPIRES:06/30/2015 January 7,2015 l e Q WARNING-Verify de eign paranean and READ MESON THIS AND MUM HIM REFEREME PAGE MIT 7473 re r 1/25/2114 BEFORE USE 1• Design void for use only with MTek convectors.This design Is based only upon parameters shown and is(or on tndvidual balding component. Appllcoblfty of design parameters and proper incorporation of component is responsibity 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 responsibillity of the !MeVerector.Additional permonent bracing of the overol structure Is the responsiblity of the buadng designer.For general guidance regarding fabrication.qudity control.storage,detvery.erection and bracing.consult ANSI/1111 Qualify Criteria,051-69 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Inlormallon available from Truss Plole ktslitute,781 N.lee Sheet,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,.5610 If South ern Pine(SP)Iumberis spectfied,the deslgns.alues are those effective 06/01/2013 byALSC I Job Truss Truss Type Qty Ply LENNAR R43555151 P114-409 MAIN_H F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton.Oregon 7.530 s Jul 11 2014 MWTek Industries,Inc.Wed Jan 07 09:40:57 2015 Page 1 ID:aKCOLB_c6xyunbpl6VkulozQEso-N9n370HzMhgA Xch 4dPs9rdJPuCI5gJVRIo01zxltK 08.8 1--1 I 2-5.8 f 2-8-0 I Scale=1:27.8 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.553 II 1 2 3 4 5 8 7 1.7 e • •p 11 10 9 IIA 3x4= 3x8 = 3x8= 3x4 = 104140 I 16-0-0 I 0-6-8 - 15-5-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 9-10 >999 480 MT20 220/195 TCOL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.20 9-10 >937 380 BCLL 0.0 Rep Stress Incr YES V/B 0.40 Hoa(TL) 0.00 8 n/a n/a BCOL 5.0 Code IBC2012/TP12007 (Matrix) Weight:69 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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. (Ib/Size) 1=562/0-6-0 (min.0-1-8),8=562/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=0/494,2-3=-1948/0,3-4=-1948/0.4-5=-1956/0,5-6=-1956/0 BOT CHORD 10-11=0/1209,9-10=0/2175,8-9=0/1225 oTONIO 46 WEBS 8-8=-1315/0,8-9=0/785,2-10=01794,2-11=-1300/0 p S_G•44 Wns '�1- NOTES- G)- 4 ,, pl_14 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. I AT. >�1. x 2)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. % 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 hi. be attached to walls at their outer ends or restrained by other means. fir 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Al 5)CAUTION,Do not erect truss backwards. `-0 ,�4'49639_.i.0/ A G/5 LOAD CASE(S) Standard 43, • AL 13 -��EO PROF4- .• . kc t, #9• /04, 8 I 2PE , v N ("V Ny5. ATOREGO ti, ' 'S ^9C�S8ER �P1‘P ' A. HE EXPIRES:06/30/2015 January 7,2015 • A 11'AFflPA;-Verity de sign parameters and f AD fMIES ON THIS AND MINDED NI IFI(REFEREMX PAGE HIt-7473 ten 1;19/1014 MF0.4E USE. Design void for use only with Mitek connec ton.Thk design B based only upon parameters shown and is to on Individual bolding component. Appllcabiity of design parameters and proper Incorporation of component k responsibslty of boidirig designer-not truss designer.Bracing shown Mil is for lateral support of Individual web members only.Additional temporary bracing to insure slabiSly doing construction is the responsibility of the MiTek" ereclo.Additionol permanent bracing of the overal structure is the responsbiity of the buidug designer.For general guidance regardng tobrlcat:on.quality control.storage.delivery.erection and bracing.consult ANSI/1Ptl Quality Criteria,0SB409 and BCSI Building Component 7)77 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95510 If Southern Pine(SP)lumber is specified,the desl.ex-alues are those etfeed:is 06/01/1013 byALSC I 1 • Job Truss Truss Type Oty Ply LENNAR R43555152 PL14.409_MAIN_H F03 FLOOR 4 1 Job Reference Motional) Pacific Lumber 6 Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Wed Jan 07 09:40:57 2015 Page 1 IO:aKCOLB cSxyunbpi6VkulozQEsD-N9n370HzMhgAkXch 4dP59rd4PvJI6GJVRIo0lzxIIK 0-6-8 F—__I 1 1-4.8 f 2-3-0 Scale:112,1' 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.543 II 1 2 3 4 5 6 7 c '4 , -7 .......-- .40/* - .- e . .. WA e i1 10 9 I' 3x4= 3x6= 3x6= 304= 10-6-8 I 13-8-0 — I 0-8-8 13-1-8 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 100 TC 0.21 Vert(LL) -0.06 9-10 >999 480 M720 220/195 TOOL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.11 9-10 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Blr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=477/0-6-0 (min.0-1-8),8=477/1-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-11=0/445,2-3=-1304/0,3-4=-1304/0,4-5--1452/0,5-6--1452/0 BOT CHORD 10-11=0/625,9-10=0/1558,8-9=0/927 otONIO p� WEBS 6-8=-1010/0,6-9=0/572,4-10=-277/0,2-10.0/740,2-11=-761/0 e 04 wASy,�C4p NOTES- �7i:, 3r d 1)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)8. . I g ./,r. x , 2)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 \ I be attached to walls at their outer ends or restrained.by other means. ,--r 4)Gap between Inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. .4i 49639 5)CAUTION,Do not erect truss backwards. .4, ,4'CI5TEK' • LOAD CASE(S) Standard �SSIONALE�D c,.... oGIN6- s%t...1..„ "sr.... e 87022P� r - l >" �Aj` R. GON o O4N �`s A. HE,- EXPIRES:06/30/2015 January 7,2015 4 _ 4 0Ice7/1..4.Verify dasiJn;ara rrsandFEADNDTESONTNMSANNDli tUCEDMIIEKREFEREIK'PAGE7411.7473rer,1119/201dBEFO7EUSE Design valid for use only with Mgek connectors.This design is based only upon parameten shown.and is Ion on individual bolding component. 141 Appliicodity of design porometen and proper Incorporation of component Is resporssbley or building designer-not Inns designer.Bracing shown is for lateral support of individual web members arty.Additional temporary bracing to Insure stabi'.ify during construction Is the responsibitty of the erector.Additional permanent bracing of the overai structure is the responsiblity of the bolding designer.For general guidance regarding M[Tel(' fabrication,quality control storage.delivery.erection and bracing.consult ANSVfFII Sludgy Cdlede,05B-B9 and ICSI Building Component 7777 Greenback lane,Suite 109 Solely tnlormallon avoiabte from Truss Rate Institute,781 N.Lee Skeet,Salle 312,Alexandria.VA 22314. Citrus Heights.CA,95810 If Southern Pine ISP)lumber Is specified,the design values are those eflactive 06/01/1013 OyALSC • Job Truss Truss Type Oty Ply 1 LENNAR 843555153 PL14.409_MAIN_H F04 FLOOR 5 1 Job Reference!optional Pacific Lumber&Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 Wets Industries,Inc.Wed Jon 07 09:40:59 2015 Page 1 ID:aKCOLB_chxyunbpi6Vkuloz0Eso-rLLRKmtc79o1 LhBtXn8eONOIGpEE1 S5Sk5UMZUzxItJ 1 2-6-0 1 I 2-2-4 l P-9141 1 1-2-0 11 2-5-14 1 Scale=1:39.6 1.5x3 II 3x4= 1.5x3 II 34= 3x4 II 3x8= 1.5x3 II 3x6 FP=3x4= 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 1 RI! q e �. 20 19 18 17 18 15 14 13 3x4= 34= 3x8 FP= 308= 3x10= 1.5x3 II 3x4= 304= 10.24 17-5-2 100Q-!2 1pp21 ¢ il 2 9-11-4 8014 0-70 0.1t -I-5 ___— —1>•1-8 0-7-0 Plate Offsets(X,Y1— 19:0-1-6,Edgej,I14:0-1-8,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.09 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.20 13-14 >760 360 BCLL 0.0 Rep Stress Incr YES WE 0.79 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:101 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.18BIr(flat) end verticals. WEBS 2x4 DF Slud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=57310-4-4 (min.0-1-8),17=1510/0-4-0 (min.0-1-8),20=397/0-2-12 (min.0-1-8) Max Gray 13=600(LC 4),17=1510(LC 1),20=474(LC 3) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. ,ZON!O p� TOP CHORD 2-3=-1052/188,3-4=-1052/188,4-5=0/1442,5-6=0/1435,6-7=-987/35,7-8=-987/35, 6 8-9=-987/35,9-10=-164710,10-11=-1647/0 _pe? 04 .AS "7'� BOT CHORD 19.20=-20/896,18-19=-624/437.17-18=-624/437,16-17--744/0,15-16=0/1647, Ci,ryQ' x,� QUO - 14-15=0/1647,13-14=0/1222 . /y )�.. • WEBS 2-20=-962/21,4-19=0/870,4-17=-1408/0,9-16=-829/0,7-16=-282/0,6-16=0/1547, / 6-17=-1048/0.11-13=-1312/0,11-14=0/456 NOTES- 496 1)Unbalanced floor live loads have been considered for this design. ,,e 4, 4966,3,,9��nrio • 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. ..3. G'IS I Di" 3)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - .6",seNn1.O 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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. �Ea.PRQ�r LOAD CASE(S) Standard C mac.; 4 N fF9 si029 I 87022PE r ycn ' N �Aj,()REG /lam 0.4, 0 BER 14‘OQ+'. 1S A. HEP EXPIRES:06/30/2015 January 7,2015 1 a A tt'ARW.%-Venty d>sign pa.a rra 2rs and FFAD 77)TES C1171117 AND ISI IUDFD HI M<12FFFF7ACf PAGE X17-1473 mg 1,111/1014 8(FORF USf. Deign valid for use only with MUT,connectors.This design is booed only upon parometen shown.and Is for an indviduol building component. ApplicobiStdesign y of den parameters and proper Incorporation of component b responsibility of builldng designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction h the respomibifity of the MiTek" erector.Additional permanent bracing of the overall structure Is the responsBtity of the Wading designer.For general guidance regordrg Iobrtcolion.quality control.storage.deivery.erection end bracing.consul) ANSI/I511 Qualfy CrIlerio,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Conus Heights,CA,95610 If Southern Pine ISP)lumber Is specified,111B detlrnvalues are these affective 06/01/I013 byALSC Job Truss Truss Type Oly Ply LENNAR R43555154 PL14.409_MAIN_H F05 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Ned Jan 07 05.4005201S Page 1 ID.aKCOLB c6xyunbpi6VkulozGEsD-JYvgY6JEuJwuzrm35VllxawtODW8muzbzlEv5wzxlll I 2-0-0 1 1 1-4-4 1 1 2-0-6 1 1 1-2-0 Ii 2-5.14 1 2-8-0 I Scale•1:39.6 1.5x3 II 1.503 II 3x5= 1.5x3 II 4,A= 31110= 1.1e3 N LM= 3x6 FP=3x4= 1.5x3 II 3x5= 1.5x3 I 1 2 3 4 5 5 7 1 9 10 11 12 13 II 22 21 20 11 11 17 15 15 14 304= 4x6= 356=3115 FP= 3512= 3x5= 1.5x3 II 3x4= 3x4= 17.5.2 I 5-1-12 I 16-3-2 1p-10-I I 2244 I 4 7 5-6-12 104 -o 5.244 0-7-0 Plate Offsets(X.Y)— I10:0-1-8.Edoel.115:0-1-8,Edgel LOADING(psf) SPACING• 2-0-0 CSI. DEFL. M (loc) I/den L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.28 16-17 >714 360 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code IBC2012TTP12007 (Matrix) Weight:102 lb FT=0%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 Slud/Std(flal)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-14,12-15:2x4 OF No.18Btr(flat) REACTIONS. (Ib/size) 14=760/0-4-4 (min.0-1-8),22=-188/0-2-12 (min.0-1-8),20=1908/0-4-0 (min.0-1-8) Max Uplift22=-402(LC 4) Max Gray 14=765(LC 4),22=165(LC 3),20=1908(LC 1) .zt, 1ONIO/,p, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. i7 pv WA51y,. q TOP CHORD 2-3=0/1891,3-4=0/1891,4-5=0/2753,5-6=-906/0,8-7=-906/0,7-8=-2572/0, 4G ti. N'WO> • 8-9=-2572/0,9-10=-2572/0,10-11=-2570/0,11-12=-2570/0 0. / o rL x BOT CHORD 21-22=-892/137,20-21=-2753/0,19-20=-696/0,18-19=-696/0,17-18=0/1941, 16-17=0/2570,15-16=0/2570,14-15=0/1643 WEBS 11-15=-258/0,4-20=-913/0,2-22=-153/991,2-21=-1204/0,4-21=0/1290, 1fr isoil 10-17=-392/251,8-17=-271/0,7-17=0/711,7-18=-1159/0,5-18=0/1720,12-14=-1763/0, �o ��°11639 12-15=0/1000,5-20=-2268/0 • 111 NOTES- 3"st°NAL O 1)Unbalanced floor live loads have been considered for this design. - 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 3)This buss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITTPI 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 ���Q. PAOF� be attached to walls at their outer ends or restrained by other means. s 5)CAUTION,Do not erect truss backwards. �Cj' � GINEE. W LOAD CASE(S) Standard Q� 87022P, �1- , ' il CV ?'7,2„..'0j,QR. GON 43 AN Ne b0�-7BER 1� Pa SA. HEPa EXPIRES'06/30/2015 January 7,2015 AtiAkYf,'1;r-Verifyds17nparanvtf:saniREALNJTESON7Nt5A1/DI,CT12EOHITI,(RIF-EMIT P.401MIT-7413mk1x79/201dBEFORE tISF Deign valid for use only with MTek connector.This design h booed only upon porometers shown,and h for on indviduol building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss desgner.Bracing shown is for totem/support of Individual web member only.Addilional temporary bracing to Insue stobiialy during construction is the responsibility of the erector.Additional permanent bracing of the overot structure Is the responsibility of the bufiding designer.For general guidance regarding MiTek' fabrication,quality control storage,delivery,erection and bracing.consult ANSI/7/41 Quality Cdleda,051.18 and KSI 6ulding Component 7777 Greenback Lane,Suile 109 Solely Information nvafinble from Tmss Rote Institute.781 N.Lee Street.Suite 312 Alexondrto.VA 22314. — -- Citrus Heights,CA,95610 ____If Southern Pula OP)tumber Issporlaed,thx rix dgn values are thole ON ettva 06/01/I011 by AMC Job Truss Truss Type Qty Ply LENNAR 543555155 PL14.409_MAINJI FO6 FLOOR I 1 Job Reference_(4oli0nap Pacific Lumber i Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Jan 07 09:40:59 2015 Page 1 I D:a KC OLB_c6xyunbpi6 Vku loz 0 EsD-JYvgY6JEuJwuzrm35VftxawzLDbYm_7bz1 Ev5wzxlll 1 1-0-0 1 2-6-0 1 Scale is 1:24.4 1.5x3 II 3x5= 1.5x3 II 3,44 = 1.543 II 3x4 = 1.5x3 II 1 2 3 4 5 6 7 e _ a i_ a / ' L. e •• e 11 10 9 3x4= 34 = 3x6= 3x4 = 0-11f 14-Q-0 I 0-1-8 13-10-6 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. In (lac) I/dell Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.08 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Inca YES WB 0.48 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:62 lb FT=0%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 10-0-0 oc bracing. REACTIONS. (lb/size) 8=509/0-5-7 (min.0-1-8).11=509/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1402/0,3-4=-1402/0,4-5=-1685/0,5-6=-1685/0 BOT CHORD 10-11=0/522,9.10=0/1764,8-9=0/1089 .g'rONIO WEBS 6-8=-1169/0,6-9=0/639,4-10=-389/0,2-10=0/944,2-11=-717/0 �? NOTES- GO�7$'4� ---.. O 1)Refer to girder(s)for truss to truss connections. I �'1 A. Ox 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. co 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. Slrongbacks to ks. be attached to walls at their outer ends or restrained by other means. '/ yasni h+ 49639 LOAD CASE(S) Standard O rG GIS1 E1�' -c j .PROF47,,s �� �NGINEF9 /o2 Q 8 12PE , -7 NEAT OREGO �^ <vN Un ti1BER O P4 `s A. HO; EXPIRES:06/30/2015 January 7,2015 Al IWARNT.M -Yedty design parameters and RFAs WITS ON THIS AND MIMED 14IMC RFFFR/ba PA0F 1411-1411 re a 1,119/2 0 14 9ffO FUSE Design void far use only with Mitek connectors.This design b bused only upon parameters shown and Is lar an indviduol buldug component- � Appficobilty of design parameters and proper incorporation of component Is resposbiity of buildng designer-not Inns designer.Bracing shown is to totem!suppod of individual web members only.Additional lemparory bracing to insure slabiity during construction Is the responsibility of the MiTek, erector.Addlbnal pennonent bracing of the overall structure Ii the responsibility of the building designer.For general guidance regordsng fabricofion.quality control.storage.delivery.erection and bracing.consult ANSI/Tell qualify Crteria.DSt-tf and SCSI Bonding Component 7777 Greenback Lane,Suite 109 Solely Information available from inns Plato Institute.781 N.lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,05610 !t 5authern Pine ISPI Iumherls specified,the design+alues arethbse affective 06/01/2013 byALSC Job Truss Truss Type Oly Ply LENNAR R43555156 PL14-409_MAIN_H F07 FLOOR 8 1 Job Reference(optional) Pacific Lumber E Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Wed Jan 07 09:41:00 2015 Page I ID:aKCOLB_c6xyunbpi6VkulozQEsD-nkTCl SKsfc2lb?LGfCA6UoT7KdwR VT_IBOzSOMzxitH 0-6-8 I-I I 1-4-4 I 2-3-0 I Scale=123.7 1.5x3 II 3x4 = 1.503 II 304= 1.503 II 304= 1.503 II • 1 2 3 4 5 6 7 ..v1P ''' ii. .. • e e 11 10 0 8 sx4= 3xe= 3xe= 3x4= 1044 I 13-7-12 I 044 -. _... 13-1-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/def L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Verl(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress'nor YES WE 0.38 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:60 lb FT=0%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 60T CHORD 2x4 DF No.18Btr(fiat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=476/0-6-0 (min.0-1-8),8=476/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=0/446,2-3=-1297/0,3-4=-1297/0,4-5=-1449/0,5-6=-1449/0 BOT CHORD 10-11=0/616,9-10=0/1553.8-9=0/926 ,'tONIO p,Q WEBS 6-8=-1008/0,6-9=0/570,4-10=-278f0,2-10=0/742,2-1 1=-754/0 OCj 'WASE,,, `t'J OT NOTES- U isC `Y 1)Provide mechanical connection(by others)of Truss to bearing plate at Joint(s)8. !rV 1' �O d 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ..._. 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. Slrongbacks to // • be attached to walls at their outer ends or restrained by other means. :?/ 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. yd 5)CAUTION,Do not erect truss backwards. 1 49639 O.o RvOtS i B9,i LOAD CASE(S) Standard - '310NAI.'O �w°.PROFFsi �7,. ANG I N EF9 1Si%2-9 • Q 87022PE r N yCEG / O 90 �./ On MBEs �1 P+' `S A. HE • RS EXPIRES:06/30/2015 January 7,2015 1 4 0 WARPING-Verify drsign pa:anseors and 5E07D7ES MIRES AND ma Urn/tl7ER P.EFEFEMM PAGE H77.7413 ret 1/19/24I4DfFOREUSE Design vorid for use only with MiTek,connectors.This design Is bused only upon paramelen shown-and a for an Individual build ng component. rill Applicabifty of design parameters and proper Incorporation of component is responsibility of buildrig designer-not truss designer.Bracing shown is for lateroi support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiuiy of the MiTek• erector.Addlionol permanent brocing of the envoi structure is the responsib8iy of the buldrg designer.For general guidance regardng fabrication.quality control storage.deevery.erection end Ixocing.consult ANSI/11.11 Quality Cdierla,DIE-89 and SCSI Sullding Component 7777 Greenback Lane,Suite 109 Solely InlormoSon evaioble from Truss Plate Institute.781 N.lee Street.Suite 312.Alexondrlo,VA 22314. Citrus Heights,CA,95810 It Southern Pira(SP)lumber is'pacified,the designnilues are than effective 06/03/2033 byALSC • it Job Truss Truss Type Oly Ply LENNAR 843555157 P1.14-409_MAIN_H F08 FLOOR 5 I Job Reference lQptionail Pacific Lumber d Truss Ca.. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Jan 07 09A1:00 2015 Page 1 ID:aKCOLB chxyunbpi6Vkuloz0EsD-nkTCISKsfc2Ib7LGfCA6UoT79dxHVSIIBOzSdMzxIIH I 2-1-8 I I 2-8-0 I Scale=1:14.3 1.5x3 II 1.5x3 II 1 3x4= 2 33x4= 4 x S - 7 X X 1.54 I I 3x4= 7-6-0 _ 7-6-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.02 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.09 5-6 >960 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:34 lb FT=0%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 10-0-0 oc bracing. REACTIONS. (lb/size) 7=406/0-1-12 (min.0-1-8).5=406/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-403/0,1-2=-705/0,2-3=-705/0 BOT CHORD 5-6=0/720 01ONIO 6. WEBS 3-5=-772/0,2-6=-258/0,1-6=0/771 `np5• Qv v�Sr ',J, NOTES- �, Q., .1. 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,5. . f .1 .,r, Ox 16 2)This Truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 3)Recommend 2x6 slrongbacks,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 al Their outer ends or restrained by other means. /�'Lr LOAD CASE(S) Standard "�O 3 A 4,4.0419s67.50„39,11- �s S1ONAL0) O.PROFE-6 �cr�\a 4t G)NEcR u1/O'G 8 I .2PE ��� N / � y �'Oj,.OREGO . LN 'Y00�'yBER ' '- AA- He EXPIRES:06/30/2015 January 7,2015 1 __ k AURfII.'Ai-Verify design pannieOrsandFEADWITS ON71415AND L'1UDEOHITE(REFEREMIPAGEWI.7473 mu 1/29/2014 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon poromelen shown and is for on Indvlduol building component. Mil Applicability of design porometen and proper Incorporation of component Is responsibtity 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 responsibility of the MiTek' erector.Addlionol permanent bracing of the overall structure Is the responsbility of the butdrg designer.for general guidance regarding fabrication.quality control.storage,delvery.erection and bracing,consult ANSI/IPI I Qualify Criteria,05589 and SCSI Building Component 7777 Gneenback Lane,Suite 109 Safely Inlormdlon available from Tens Plote Institute.781 N.tee Street.Suite 312 Alexandria,VA 22314. Citrus Heights.CA,95810 I ii Southern Pine(SP)lumber Is spiritist',the destyns slues are shore effective 06/0112013 byAtit • • Job Truss Truss Type Oty Ply LENNAR R43555158 PUI-409 MAIN H F09 FLOOR 9 1 Job Reference(optional) Pacific Lumber A Truss Co., Beaverton.Oregon 7.530 s Jul 11 2011 M,Tek Industries,Inc.Ned Jan 07 09'1101 2015 Page 1 I D:a1CCOL B_c8xyunbpi6VkulozQEsD-Fw1 azoKUQwAcC8wSDvl LD?0F TOAT EsGu02j09pzxttG I 2-6-0 I 1 1-0-12 II 1-2-0 1 1 1.4.8 1 I 2-0-0 I 2-0.0 I Scale=127.6 1.50 II 3x6= 1.50 II 3x4 = 1.5x3 II 3x4 = 1.54 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 vl e— jiiiiiii eir 111 1 14 13 12 11 kfr: 3x4= 3x8= 3x4 = 1.54 II 34= 3x4= I __8-11 -.. 196.4110-1-41 15-10-4 I 8-11-4 0-7-0 0-7-0 5-9-0 Plate Offsets(X,Y)-- 16:0-1-8.Edge1.113:0-l-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 0.44 Vert(LL) -0.23 13-14 >830 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.36 13-14 >526 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&8V(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. except BOT CHORD 2x4 DF No.1&Btr(tlal) end verticals. • WEBS 2x4 DF Stud/Std(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=865/0-4-4 (min.0-1-8),10=865/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3051/0,3-4=-3051/0,4-5=-3239/0,5-6=-3239/0,6-7=-2635/0,7-8=-2635/0 0tON1O BOT CHORD 14-15=0/1896,13-14=0/3408,12-13=0/3239,11-12=0/3239,10-11=0/1574 WEBS 2-15=-2035/0,2-14=0/1240,4-14=-420/0,4-13=-410/193,8-10=-1749/0,8-11=0/1179,6.11=-860/0 _p�?Cr 01;pv ASfs,. .q, NOTES- . /h /a % 1)Unbalanced floor live loads have been considered for this design. i" h1 2)This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced al 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to '/ be attached to walls al their outer ends or restrained by other means. r1646 • 39�,� LOAD CASE(S) sf Standard � 414- 0 �AQs1O1I At;, ° w. 4x. ..,,..•i kttti ores kc. v�NGiNEF'9 /:2 Q 870 2PE 9f Cl tii . '4c� BFR 1" N s` A. HE?t EXPIRES:06/30/2015 January 7,2015 f A witvii..6-Verity eesiv pard•?mrs ar,d RIAD?DIES ON MIS AND rma Ur ED MITEX REFEREAT PAGE 1111-7473r=c1019/201dPFFOREUSE mit Design vdid for use only with Maek connec ton.Thb desIgn is based only upon parameters shown,and is for on individual b 1d'ng component. Applicob4ty or design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web memb,n only.Addiliond temporary bracing to Insure stability during construction is the responsibillity of the erector.Adcitonob permanent brocing of the overall structure Is the responvblllry of the building designer.for general guidance regordrg M iTek" fabrication,quality control storage.delivery.erection and bracing.consult ANSI/1711 Quaaty Criteria,051689 and$CSI landing Component 7777 Greenback Lane,Guile 109 Solely Information avertable from Tnns Rale Inslitule.781 N.lee Street.Suile 312.Alexandria.VA 22314. Citrus Height:,CA,95810 . If South ern Pico ISP)lumber is specified.she de din values are these rifted.,06/01/2013 byALSC 1 • 5 Job Truss Truss Type Oty Ply LENNAR 843555159 PL14-409 MAIN_H F10 FLOOR 2 1 Job Reference(ootional) Pacific Lumber&Truss CO., Beaverton.Oregon 7.530 5 Jul 11 2014 MiTek Industries.Inc.Wed Jan 07 09:41:01 2015 Page I 10:aKCOLB csxyunbp6VkulozQEsD-FwlazoKUQwAcCBwSDviLO?OFVOAXEsQu02j09pzxlIG 2-6-0 I 1 1.0-12 11 1-2-0 1 1 1-3-0 1 V 2.0.0 I 2-0-0 I scale=1:27.4 1.543 II 3a6= 1.553 I I 354 = 1.553 II 3x4= 1.553 II 34= 1.5x3 I I 1 2 3 4 5 6 7 8 9 • \ _ / ` 116. • ` .....-i. e 1 14 13e 12 11 10 354= 3x8= 354= 1.553 II 3x8= 3x4= I 8-11-4 _.-.i9r9-4.1141-41 15-9-12_.. I 8-11.4 0-7-0 0-7-0 5.7-8 Plate Offsets(X,Y)-- 16:0-1-8,Edoel.113.0-1-8,Edgel LOADING(pat) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.22 13.14 >840 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.35 13-14 >532 360 BCLL 0.0 Rep Stress Ina YES WB 0.62 Horz(TL) 0.05 10 n/a n/a BCOL 50 Code IBC20127TP12007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18B1r(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.186Ir(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=858/0-4-4 (min.0-1-8),10=858/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-3=-3016/0,3.4=-3016/0,4-5=-3175/0,5-6=-3175/0,6-7=-2605/0,7-8=-2605/0 0t0NI0 BOT CHORD 14-15=0/1878,13-14=0/3356,12-13=0/3175,11-12=0/3175,10-11=0/1560 WSg,� +, EBS 2-15=-2016/0,2-14=0/1222,4-14=-404/0,4-13=-416/180,8-10=-1734/0,8-11=0/1161,6-11=-841/0 -p p4 'xN "YYY NOTES- I y` / 02. 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 44 3)This buss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 stronghacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to v8 49639 be attached lo walls al their outer ends or restrained by other means. O� CI5 LOAD CASE(S) Standard "t',9 ONAL O •%-#DPHOFk-, ��� �NGINEF9 �'/0'L Q 87022PE -ter N 1N y �'0 OREG N �� �N �O �cMeER .0 O 4sA. H - ' EXPIRES:06/30/2015 January 7,2015 a a A 11:4-S//r50-5'er,-fydesign paransars sod READ MIS ON7 THIS AND UXIULED NITER REFEREM:E PAGE 5111-7413 mu 0V/slid 0//13/155/. Design vo6d for use only with Mffek connectors"this design Is based orgy upon parameters shown.and is for an individual balding component. 1 Apphcobttty of design parameters and proper Incorporation of component Is responsibility of building designer-not fuss deigner.&acing shown Is for lateral support of indiv!dual web members only.Additional temporary bracing to insure slobitty during construction is the responsbllliy of the MiTek' erector.Addlional pemlonenl bracing of the overall structure h the responsibility of the building designer.for general guidance regarding fabrication.qualify control.storage.delivery,erection and bracing.consult ANSI/sell Quality Creed°.DSO-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus HeIghls,CA.95610 I:soutn ern Pine(SP)lumber is specified,Ina destiny-Cuss are those eieetiee 06/01 jJ01e c{Alii r Job Truss Truss Type Qty 'Ply LENNAR R43555160 PL14-409_MAIN_H F11 FLOOR GIRDER 2 1 Job Reference(optional) Pacinc Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Jan 07 09A1:02 2015 Page 1 ID:aKCOLB_c6xyunbpi6Vku IozOEsD-j7byA7L6BEITglVemdDaZDYONQblzMU2BSZiFzxIlF 0-0-8 F--1 I 2-5-6 I 24-0 I Scale=1'27.8 1.5x3 II 354= 1.853 II 354= 1.553 II 344= 1.543 II 1 12 2 3 4 5 6 7 1- 10 9 354= 356= 356- 354 = 10-6-8 i 16-0-0 - ---- I 0-6-6 15-5-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.17 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.03 11 n/a n/a BCOL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:69 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr(Oal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/0-6-0 (min,0-1-8),8=451/0-2-8 (min.0-1-8),11=542/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1739/0,3-4=-1739/0,4-5=-1614/0,5-6=-1614/0 BOT CHORD 10-11=0/1339,9-10=0/1857,8-9=0/993 ITON1O WEBS 6-8=-1066/0,6.9=0/666,4-9=-261/0,2-10=0/430,2-11=-1440/0 'Q� pF1, NOTES- v , /,^*. O„W 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. Fe O 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 19 1� 74 Ij 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. )• 4)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. rtl 49639 5)CAUTION,Do not erect truss backwards. AAO 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 Ib down al 2-3-7 on top chord. `�( �4QIS�'6�'- The design/selectlon of such connection device(s)Is the responsibility of others. 4S'si t.9 C F 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O. LOAD CASE(S) Standard 1)Dead+Floor Live balanced):Lumber Increase=1.00,Plate Increase=1.00 c Uniform Loads(pl() ) ,\(L��� P�O�`ss Vert:8-11=-5,1-7=-50 <0 NGINFk- /O Concentrated Loads(Ib) S9 y Vert:12=-264(B) $702:2PE 91! /N y �"5OREGO o �N "P- FMBER -\\- � 0,-,_S A. HEN; EXPIRES:06/30/2015 January 7,2015 Q Ic4RN17A;-Verify design pa,anvars and READ N)TFS ON THIS AND V.12UL£D 1417E5 R£F£R£?il PAGE 14114413 in r.1129/2014 PEFORE USE Design valid for use only with Wok connectors.This design is based only upon parameters shown,and is for on Individual building component. Appricobiily of design parameters and proper Incorporation of component is responsbaity of building designer-not truss designer.Bracing shown k for lalerof support of indivkival web members only.Additional temporary bracing to inure stablty during construction Is the respomlblllily of the MiTek' erector.Addranol permanent bracing of the overal structrce is the responsbiity Cl the looking designer.For general guidance regardng lubrication,quality control.storage.delvery,erection and bracing.consult ANSI/TPII Qualify Cdtesie,051.85 and SCSI Building Component 7777 Greenbadr Lane,Suite 109 Satiety IMormalon available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria VA 22314. Citrus Heights,CA.95610 ii Snutharn pine pi lumber is specified,the design vaiues are those efiacsine 66103/201i by ALSi • Job Truss Truss Type Oty Ply LENNAR I R43555161 PL14.409_MAIN_H F12 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Wed Jan 07 09:41:02 2015 Page 1 I D,eKCOLB_c6xyunbpi6VkulozOEsD-j7byA7L6BEITgl VemdDaZDYUu0e4zOt2fiSZiFzxltF 0-6.6 I I I 1-3-0 11 2-0-0 1 Scale:1-=1' I 3x4= 21.5x3 11 3 3x4= 41L5xx3 11 1 • Y 1.5x3 II 355= 7 0 5 3x4= I 0-6-8 1 5.2-0 I 0.60 5-74 Plate Offsets(X,Y)-- 11:0-1-8,Edael LOADING(pot) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.00 6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.04 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Blr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=303/0-6-0 (min.0-1-8),5=303/0-2-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-359/0,2-3=-359/0 0tONIO itpA BOT CHORD 5-6=0/428 � WEBS 3-5=-474/0,1-6=0/440 Cg 01. „p44. W NOTESI- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. y ,. i4 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)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 r be attached to walls at their outer ends or restrained by other means. sal r e'I 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. `i- p 41`9639,, 5)CAUTION,Do not erect truss backwards. • LOAD CASE(S) Standard • 'SSjONAL03 • eco•� GIN F9s% Q 870 2PE 144 v- / N N 5 °,0iGREG.N 'P0 AMBER ‘°° 4a V`s 4. A. HELI EXPIRES:06/30/2015 January 7,2015 r 4 Q t)A/J/7,1G-VeritydesI9n parameters and READ M IES ON MWS AND LW1I)EED MI7EK RfFEFEtATPAGE M17-7473 fee.I129/2014DEFOAE11SE • Design valid for use only with MiTek connectors.lints design b based only upon parameters strewn,end is for an individual building component. d Applicability of design parameters and proper incorporation component b responsblIty of building designer-not buss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stably during construction Is the responsibility of the MiTek• erector.Addlional permanent bracing of the overol structure is the responsibility of the budding designer.For general rd guidance regonp fabrication.quality control storage,delivery,erection and bracing.consult ANSI/Tell Qua01y Cdledo,050.99 and ICSI W9ding Component 7777 Greenback Lane,Stolle 109 Solely Information avadoble from Truss Plate Institute.701 N.lee Sheet,Sulfa 312.Alexandria,VA 22314. Citrus Heights,CA.95610 i 15o,ni 3 t:n P m v(SD)lumbar Is**tined,tIu o astga vatuel are sh05u0eeste 06/01/2013 byALSC l 1 Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. �.1646. Apply plates to both sides of truss 1 2 3 1. Additional stabitty bracing for truss system,e.g. and fully embed Teeth. diagonal or X-bracing,is always required. See SCSI. TOP CHORDS MIMIENIE0-lit 2. Truss bracing must be designed by an engineer.For b wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I iMigill_ O p bracing should be considered. IrAillip O A � 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cra Cb' cs 6 — designer,erection supervisor,property owner and plates 0-1ni'from outside BOTTOM CHORDS oil 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 CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots 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 ANSVTPI 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's a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that irIndicated by symbol shown and/or SYP represents vales as published specified. SP by text in the bracing section of theby AWC in the 2005/2012 NDS represents ALSC approved/new values 13.Top chords must be sheathed or puffins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ff.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior k�0 reaction section indicates joint ©2012 M1ek®Ail Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. -- �, 4t18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: 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 Design Standard for Bracing. Mis not cuff tient. BCSI: Building Component Safety Information, lie1(B 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, • ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013