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Plans (36) //4 ST:0),o/S---- OU /76- T1ECIVED / v2, 7 St 6-7721 �PWU ENGINEERING INC. O C T 7 2015 Email: pwuengineering@comcast.net CRY OFTM MW Ph: (503) 810-8309 BURMING®MSW N Generic Field Memo For All Lennar Homes Plans: Job # All LEN jobs Date: 1/06/15 Project: All Lennar Homes Master Plans Lennar Homes As an option to the joist pockets at the main floor framing, it is acceptable to substitute the joist pockets using top chord supported OWJ instead of joist pockets. The attached detail may be used in lieu of the joist pocket detail. Note that the additional rebar in the stemwall located at the joist pockets is not required when using top chord supported OWJs. Sincerely, �`p PROA-e , *\" GINFF <0 �� (c19421 PE � � f I!, r EGON ei Y 22 ,\c60,1 '3y/L1 P \1 Expires: 06/30/2016 Q\1L1P yy& *174, 441.E11111-11 liktEk I Aim' liii . EXPIRES: 11/07/2015 EDGE NAILING SEE SHEARWALL SCHEDULE 16d® 12" O.C.MIN SEE SHEARWALL 2x4 FILLER BLKG, NAIL TO SILL W/ I6d ____v_____ SCHEDULE FOR TIGHTER SPACING 6 12" O.G. MIN, SEE SHEARWALL TOP CHORD SUPPORTED SCHEDULE FOR TIGHTER SPACING. OWJ, NAIL TOP CHORD TO WHERE TOP CHORD SUPPORTED OWJS SILL W/ (2) IOd EA. JST ARE PARALLEL TO THE STEMWALL, A CONT 2x4 FILLER IS REQ'D ABV THE SHEATHING PER PLAN P.T. SILL PL NAILED TO SILL W/ I6d a 12" O.C. MN, SEE SHEARWALL ENGINEERED JOIST SCHEDULE FOR TIGHTER SPACING. PARALLEL TO FDN. CONC. SLAB AT SIM. WHERE . � I - APPLICABLE �J "'� ENGINEERED JOIST "4 BARS CONT. 6 C TOP 4 BOTTOM -� —I —� I— PROVIDE 12" NOOKS �' ALL -1 "-111=-1111 P.T. PLYWOOD FURRING AS CORNERS 4 INTERSECTING WALLS (o NEEDED TO MATCH FACE OF STEM '-'111= _ " �'` WALL-ATTACH W/ ad 6 6" O.C. " g48" I 11 1- 4VERT O.C. MAX P.T. 2x6 SILL W/ ANCHOR BOLTS (I) *4 BARS CONT. SCHEDULE FOR SIZE AND SPACING si PROVIDE 12" NOOKS 9 ALL = ": I 1.4 6 MIL. BLACK VISQUEEN TO CORNERS 4 INTERSECTING WALLS - r COVER ENTIRE CRAWL- \, SPACE 4 UP WALL TO MUDSILL • ------------- 12"x6" AT ONE-STORY '-1 ET1=71 =111=1 - 1 15"xl" Al TU1O-STORY I I 11 1 1=11 I I 1 ' —III_ I 15" / / AI TYPICAL FOUNDATION ,ALL 9-1/4"OPEN WEB JOISTS @ 24"O.C. ' ' START FR LENNAR N 3180A BAINBRIDGE N N N Lei lei ILL 'LL LL ILL LL PL14-250 MAIN H 13 v V v v v _,_— 7202015 _ BK1I Products PIotID Length Product Plies Net Qty I BK1 29-00-00 2x10 DF No.2 1 1 BK1 19-00-00 2x10 DF No.2 1 1 ________,f_,,..._,__ _,—„ BK1 15-00-00 2x10 DF No.2 1 1 LLLLLLLLLLM " M M MV C V 8 V V 8 BM6 8-00-00 BB01 1 1 U- LL LL - LL LL LL LL LL LL LL LL LL LL LL BM4 7-00-00 BBO1 1 1 BM1 4-00-00 BBO1 1 2 BM2 3-00-00 BBO1 1 2 B—td—orfT 4 ,S- 4 5 ' ,- B _ r -e 3 - -5, P ?. L ALL BEAM SIZES PER ARCHITECT/ENGINEER BK1=BLOCKING RMI=RIM BOARD ACCESSORIES QTY N N N N -- 0 Lei LL LL LL '1 2X10 DF#2&BTR FOR SHEAR BLOCKING 18' x �m 2 _ m I REFER TO STRUCTURAL PLAN FOR ADDITIONAL 4 POST TRANSFER BLOCKING 12 o 'o I o o +o =o �o �o o AND SHEAR BLOCKING REQUIREMENTS. 101 LL LL I LL LL LL LL LL LL U_ Q 1— I V SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN m rHVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. e - e a - FLOOR LOADING 40 LL m I 15DL I BK1 !FLOOR DESIGNED TO MEET OR EXCEED.1480 DEFLECTION CRITERIA! • - SINGLE I ,OGO TOP CORD BEARING LL LLI ��,-,-....„1„..-1i1 III II 1.I.:111.11111:01= I I ._.............. a a 1 tiO O W Pacifi 4 umber r : ` 0 0 0 a 0 0 0 » ,r n1uI. LL_LL_LL_LL_LL. µ_ALL_ & TRUSS COMPANY N 1 I (.31 LI ® = l R 1` l 1 9-06-00 0 0 N N LENNAR 13-1/2" OPEN WEB JOIST @ 16" & 24" O.C. 3160ABAINBRIDGE PL14-250 UPPER �—q71 7202015 lP J 9 o J c ‘= REHEMEMEHINE Products a q 2 `° O D 1O O E PIotID Length Product Plies Net Qty tr o 0 0 0 0 0 0 t 6'OC — 1 6-055-OO LL LL LL IL LL ll- LL ¢I' Piar=� llTll n BM3 BM1 6-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 2 1 _'_ -I _�__`__'__3 BM11 21-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 1--- f —� BM12 4-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 IN �� r '14111I' .o- BM3 17-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 , s RM1 44-00- 0 .._.a. . ...., a ... .-._, .,: ..::. .I! . . .;, 0 2X14 DF#2&BTR 1 1 I BK1 24-00-00 2X14 DF#2&BTR 1 1 RM1 20-00-00 2X14 DF#2&BTR 1 1 iiiII j BM8 13-00-00 2X14 DF#2&BTR 2 2 0 0 ;0 0 0 io .0 0 0 0 0,0 2 0„0 2 2 .2 .o mo .0 oo m m m 1111 BM5 12-00-00 2X14 DF#2&BTR 2 2 LL LL LL LL LL ;LL LL LL LL LL u!'i, LLi',i, ._ LL LL LL LL oLL LL '2 oLL oLL o N Io LL o, RM1 11-00-00 2X14 DF#2&BTR 1 1 BM9 11-00-00 2X14 DF#2&BTR 2 2 JRM1 10-00-00 2X14 DF#2&BTR 1 1 I RM1 9-00-00 2X14 DF#2&BTR 1 1 RM1 6-00-00 2X14 DF#2&BTR 1 1 BM4 6-00-00 2X14 DF#2&BTR 2 6 BM10 5-00-00 2X14 DF#2&BTR 1 1 !t �. >..• .,. e=a � �;,_� RM1 5-00-00 2X14DF#2&BTR 1 1 RM1 4-00-00 2X14 DF#2&BTR 1 1 RM1 2-00-00 2X14 DF#2&BTR 1 1 r Ill. I RM1 EI ��1,22® 11111101111111 F12 ALL BEAM SIZES PER ARCHITECT/ENGINEER 1BM10 BKI=BLOCKING FI OOR LOADING RM1=RIM BOARD 40 LL h[>, F13 I ... a va a -= 15 DL ' r ACCESSORIES QTY F13 Vii: 0 0 E 0l AO LUS414 39 N. LL - ”- LL "- iLL LL LL LL� ;t. F13 2X6 BF#2&BTR FOR RIBBON 74' I' ®� ' 2X14 DF#2&BTR FOR SHEAR BLOCKING 30' sem' F 13 "° :.E 1.2 pm Q HUS210-2IF I cic F13 I; -..- - N I REFER TO STRUCTURAL PLAN FOR ADDITIONAL . -' F13 to OE m- POST TRANSFER BLOCKING _®oo Be AND SHEAR BLOCKING REQUIREMENTS. A e-�M9Jea �I ve 1- 3—®—E— lt-1..3�M41___ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN a•o.c. I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. <BrOC I 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' JOIST WITH RIBBON Pacifu umber & TRUSS COMPANY IBM11I M1-1 MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_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: R43118227 thru R43118234 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. '<<- WI) PROP- cAGINEF DC7 9 029. 87022P,' N � � y Aj, OREGON (15' OAU SMB E R �� a Os AA. HE��P EXPIRES:06/30/2015 October 29,2014 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. MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250 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: R43118227 thru R43118234 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. otONIO 09 ov WASI4 I? ,., " ' 7e,r itb ,� 49639 lcy`'� '04{N �crR SS' �s ' �1yG October 29,2014 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. 4, Job Truss Truss Type thy Ply LENNAR R43118227 - PL14-250_MAIN_H F01 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Wed Oct 29 09.00:57 2014 Page 1 ID:8hN7WE25VAk9wFhFe?p5r0yswQj-g71y4KN9bV4KIi3Z?d1 Wsvj1 sc6Us28hlbf7gPyOa74 0-6-8 (_-_I 1 2-0-0 I 1 1-2-4 101 tdk Scale 1:34.3 4x5 = 1.5x3 II 3x4= 1.5x3 II 3x5= 304 I I 1.503 I I 3x4 = 1.5x3 II 3x5= 3x5= 1 2 3 4 5 6 7 8 9 10 11 .......oiooaso: _4,, 1.71,,,,,,. a 18 17 16 15 14 13 12 1.5x3 II 3x8= 3x8= 3x8 = 3x8= 3x6= 1.5x3 II 10-4-4 P-6-8I 10-1-4 10-'�t12 19-0-0 9E-I Ob-8 9-6-12 0-1� 8-7-12 �8-8 0-1-8 _ Plate Offsets(X,Y)— [1:0-1-8,Edge1,15:0-2-2,Edgel,17:0-0-9,Edge(,111:0-1-8,Edge),(13:0-1-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.07 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 16-17 >999 360 - BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 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.1&Btr(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=428/0-6-0 (min.0-1-8),15=1283/0-3-8 (min.0-1-8),11=360/0-6-0 (min.0-1-8) Max Gray 1=463(LC 3),15=1283(LC 1),11=415(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONIO TOP CHORD 1-2=-1309/0,2-3=-1309/0,3-4=-1138/131,4-5=-1138/131,5-6=0/1704,6-7=0/1704, 7-8=-644/507,8-9=-644/507,9-10=1132/0,10-11=1132/0 OS O4'WASItfr BOT CHORD 16-17=0/1530,15-16=-608/0,14-15=-1384/0,13-14=-157/1198 G S4vs, Gj, `7-�WEBS 1-17=0/1352,2-17=-253/0,3-16=-529/0,5 16=0/1348,5-15=-1331/0,11-13=0/1168, t., Od10-13=-252/0,9-14=-762/0,7-14=0/1554,7-15=-727/0 y • N 15. NOTES- %gr �fi. 1)Unbalanced floor live loads have been considered for this design. �� ,49639 t{r� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. O 4., ,Q 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 �' GISTER be attached to walls at their outer ends or restrained by other means. 40 �SSIONALti�G 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • • 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��? 0 PR,OFFss ���,:s<0\``' 8‘. G)NEFR /270 2PE (11 CV y��Aj<OREGO1�t� On MBER1 \ S A. HEe% EXPI RES:06/30/2015 - October 29,2014 5 9 ®WARNING-Verity design parameters and READ NOTES ON MIS AND INQUDED MI7EK REFERENCE PAGE MII.7473 re a 1/29/2014 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI• 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 stability dunng construction is the responsibillity 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/1P11 Quality Crfteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is spec ded,the design values are those effective 06/01/2013 by ALSC 1 Job Truss Truss Type Qty Ply LENNAR R43118228 PL14-250_MAIN_H F02 Floor 5 1 - Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:00:58 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rOyswQj-8JsKHg NnMoCAKsemYLYIP7GE?OTkbXTrXFPYMryOa73 0-6-8 _ I—I I 2-0-0 I 1 1-9-12 1 1 1-1-8 1 Scale=1 28.5 1.5x3 II 3x4 = 3x8 = 1.5x3 II 304= 1.5x3 II 3x4 = 1.503 II 1 3x4 = 2 3 4 5 6 7 8 9 e d V 15 14 ,� 12 11 1 1.5x3 II 3x5= 3x5= 3x8= 3x5 = 3x4 = 10-6-81 6-7-4 6112 16-4-4 I 0-6-8 6-0-12 0-1-8 9-7-8 Plate Offsets(X,Y)— [1:0-1-8,Edgel,14:0-2-12,Edoe),112:0-3-12,Edge),[13:0-1-12,Edge) - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.05 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.09 10-11 >999 360 _ BCLL 0.0 Rep Stress Ina' YES WB 0.59 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:69 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.1&Btr(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=212/0-6-0 (min.0-1-8),13=1105/0-3-8 (min.0-1-8),10=436/0-1-12 (min.0-1-8) Max Uplift1=-19(LC 4) Max Gray 1=287(LC 3),13=1105(LC 1),10=452(LC 4) TONIO 114, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-661/163,2-3=-661/163,3-4=0/1254,4-5=-26/255,5-6=-28/255,6-7=-1486/0, O% OVNASI W' 7-8=-1486/0G ,Sw 6-1' 0 11, BOT CHORD 13-14=-574/331,12-13=-1217/0,11-12=0/1098,10-11=0/1109 tis:WEBS 4-13=-703/0,1-14=172/681,2-14=255/0,3-14=0/594,3-13=-1132/0,8-10=-1163/0, y , x N 8-11=0/394,6-11=0/459,6-12=-1181/0,4-12=0/1167 \ NOTES- ! 1)Unbalanced floor live loads have been considered for this design. �1 ,Q .49639�.c� ,<{r� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 0.A., ��'ISTER� 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �SSIOIVAL G 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. Strong backs to 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. `�Q`cD PR.OFFss LOAD CASE(S) Standard ��\� �NGINE�c,4 /�29 87022PE yN rN �Aj,.° EGNgOWN 'pOn FtijBER 11 OS 4. HEP'\AP EXPIRES:06/30/2015 October 29;2014 II ®WARNING-Verify design parameters and READ PATES ON THIS AND MIMED MITEK REFEREMI PAGE M11.7473 rex 1/29/2014 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. l• 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 stability during construction is the responsibillity of the M iTek• 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights.CA,95610 H Southern Pine ISP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LENNAR R43118229 - PL14-250_MAIN_H F03 Floor 7 1 Job Reference(notional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:00.58 2014 Page 1 ID:8hN7 WE25VAk9wFhFe7p5rQyswQj-8J sKHg NnMoCAKsemYLYIP7GEfOSMbSLrXFPYMry0a73 2-0-0 I I 1-6-0 I I 2-3-4 I Scale=1.34.0 1.503 II 3x4= 1.5x3 II 304= 1.5x3 II 3012 = 1.503 II 3x4= 1.503 I I 305= 1 2 3 4 5 6 7 8 9 10 it - .114......._ a ��-� _� -� �e. r'ld 17 16 15 14 13 12 11 3x4= 3x5= 308= 3x4 II 3x8 = 306= 1.50 ll I 10-0-0I 18-9-4 1 3-1? 10-0-0 8-9-4 0-6-8 _ Plate Offsets(X,Y)— 16:0-5-12,Edgel,110:0-1-8,Edoel,112:0-1-12,Edgef,f13:0-3-8,Edgel,)15:0-2-4,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.06 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Ina- YES WB 0.92 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:82 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=1275/0-3-8 (min.0-1-8),17=435/0-1-12 (min.0-1-8),10=368/0-6-0 (min.0-1-8) Max Gray 14=1275(LC 1),17=469(LC 3),10=420(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . 'cONIO TOP CHORD 2-3=-1597/0,3-4=1597/0,4-5=-246/487,5-6=-245/487,6-7=-709/469,7-8=-708/469, 8-9=-1154/0,9-10=-1154/0 Oc pf-VJAS BOT CHORD 16-17=0/1170,15-16=-74/1257,14-15=-1550/0,13-14=-1571/0,12-13=-126/1233 G A4' 4,--wc„ri. . WEBS 6-14=-1230/0,2-17=-1226/0,2-16=0/447,4-16=0/465,4-15=-1188/0,6-15=0/1452, y� F,, O� 10-12=0/1192,9-12=-253/0,8-13=-731/0,6-13=0/1811 CriN NOTES- ? �;/ 1)Unbalanced floor live loads have been considered for this design. .0 � � 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 'f1 .4 49639,, `. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. It GIST$ .4.' 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 �`rSj 11G be attached to walls at their outer ends or restrained by other means. �1VALti 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. LOAD CASE(S) Standard ���EO PR'�FFss c ,NGINEF'4 /6, 2 870 2PE r yN >N �"0 OREG N cP / 90 �cMsER \\ �O Ota A. HES EXPIRES:06/30/2015 October 29,2014 I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1/29/2014 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shove is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP}lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LENNAR R43118230 PL14-250_MAIN_H F04 Floor 7 1 - Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:00:59 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswQjcVQ i000076K1 x0Cy623_yKpP EQprKxV_Iv86uHyoa72 2-0-0 1 1 1-6-0 I P-8-8I - Scale=1:33.2 1.553 II 1.553 I I 3x4= 1.553 II 3x4= 1.553 I I 4x8= 3x4= 1.553 I I 354= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 6;1 i - . .n ". L.. .""IIIIMIIIIIIIIIIII.IIIIII-.".".11111111111111 "W°1611; '....l. "b.. ''n.-.."'""IIIIIIIIIII 1. ...--. jaftsftlilliftillor - li 1: 17 16 14 13 1� 3x4 = 3x5= 4x6= 3x4 I 14x5 = 3x5= 3x4 = I 10-0-0 I 19-0-8 I 10-0-0 9-0-8 Plate Offsets(X,Y)— f6:0-3-8,Edgel,(16:0-1-8,Edge) - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.07 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.10 16-17 >999 360 _ BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:82 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1280/0-3-8 (min.0-1-8),18=433/0-1-12 (min.0-1-8),12=368/0-1-12 (min.0-1-8) Max Gray 15=1280(LC 1),18=468(LC 3),12=420(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. orvONIO v TOP CHORD 2-3=-1589/0,3-4=-1589/0,4-5=-231/500,5-6=-230/501,6-7=0/1041,7-8=0/1034, 8-9=-1286/54,9-10=1286/54OS Of'WAS IN BOT CHORD 17-18=0/1166,16-17=99/1245,15-16=1688/0,14-15=-1637/0,13-14=424/800, G ��wfi x C� 12-13=0/1009 F. �;.WEBS 6-15=-1251/0,2-18=-1222/0,2-17=0/443,4-17=0/478,4-16=-1181/0,6-16=0/1571, y N 10-12=-1058/0,10-13=107/290,8-13=0/682,8-14=-1400/0,6-14=0/827 it.. NOTES- �� 49639 rya 1)Unbalanced floor live loads have been considered for this design. 0.�+ 4,iISTER� 2)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)18,12. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �SSj G 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 OAL' be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��5<�e`\AG N FFS`S/O R 2 Qr 87022PE r EV 7 �Aj,.OREGO ti9 OWN 9O FM8ER 1� O.0 A. HE0 EXPIRES:06/30/2015 October 29;2014 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.1473 rev.1/29/1014 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. MI. 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 stability during construction is the responsibillity 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by/1 SC l Job Truss Truss Type Qty Ply LENNAR R43118231 PL14-250_MAIN_H F05 Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc. Wed Oct 29 09'00'59 2014 Page 1 ID'8hN7WE25VAk9wFhFevp5rOyswQjcVQi000Q76K1 xOCy623_yKpQQQsIK3E_Iv86uHyOa72 ( 0-4-4 1 2-0-0 I I 0-6-8 I Scale=1:10.5 1 1.5x3 II 2 3x4 = 3 1.5x3 II 3x4= 4 v d CV a 4 d / , a d 3x5= 1.5x3 I I 7 6 5 3x4= t1-$ 4-8-12 I 534 I 1- 4-7-4 0-6-8 Plate Offsets(X,Y)— 14:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 6 >999 360 - BCLL 0.0 Rep Stress'nor YES WB 0.30 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-4 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) 4=265/0-6-0 (min.0-1-8),7=268/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-581/0,3-4=-581/0 0'ONIO ite WEBS 4-6=0/597,3-6=-257/0,2-6=0/420,2-7=-354/0 OS Of.W NOTES- G Testifw h Gl 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 2:, O y� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y N3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to `,, be attached to walls at their outer ends or restrained by other means. �, !r l 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,0� 963999/ 5)CAUTION,Do not erect truss backwards. Ot ��tsTl RY 4'w LOAD CASE(S) Standard •�ssIONALe 2 812PE /c \ EROREGO aSHEY" EXPIRES:06/30/2015 October 29,2014 ®WARNING-Verify design parameters and READ NOTES ONTHISAND INC UDEDMITEKREFERENCEPAGEMII.1413 mit 1/29/201dBEFORE USE Design valid for use only with M7ek connectors This design is based only upon parameters shown.and is for an individual building component. ME. - 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 stability during construction is the responsibility 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSO i Job Truss Truss Type Qty Ply LENNAR R43118232 PL14-250 MAIN H F06 Floor 2 1 - Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:01:00 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswaj-4i_4IMP2uQSuZAn8gmaDUYLbFg9p3Vi7_ZufQky0a71 0-6-8 - I 11 0-4-12 1 2-0-0 Scale=1:14.2 1.5x3 11 1.5x3 II 1.5x3 II 1 2 3x4= 3 43x4= 5 b rmm r. 3x4 = 3x5= 8 7 6 3x4= 1 0-6-8 01.8-0 7-3-12 I 0-6-8 0-1- 6-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(TL) -0.00 6 n/a n/a - BCDL 5.0 Cade IBC2012/TPI2007 (Matrix) Weight:30 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.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) 1=366/0-6-0 (min.0-1-8),6=366/0-1-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/426,2-3=-939/0,3-4=-939/0 BOT CHORD 7-8=0/274,6-7=0/836 0-ONTO ,t4, WEBS 4-6=-876/0,2-7=0/696,2-8=-499/0 GOc7 �OV'W`Sr,`� NOTES- Q's s s d 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. ti '�_'Ir• O VI 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. c. N 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. Strong backs to � i be attached to walls at their outer ends or restrained by other means. f i'; 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. sns.• 39 4/" 5)CAUTION,Do not erect truss backwards. 15 OA ��GiS I E. 44) LOAD CASE(S) Standard `r8,, 'G OIYALti ���0)P R,Ore � ,N �NGINFFR sjO29 8 I 2PE r. CP CV -y �Aj,.OREGO tis Q<v 9C, AMBER \u ps A. H E�'0P EXPIRES:06/30/2015 October 29;2014 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI REFERENCE PAGE MII.7473 ret 1/29/2014 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component MI• _ 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 stability during construction is the responsibillity of the M iTek• 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/rPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 U southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LENNAR R43118233 - PL14-250_MAIN_H F07 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co.. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:01:00 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswQ(-4i_4iM P2uQ SuZAn8gmaD UYLb7g963PJ7_ZufQkyOa71 I 2-0-0 I 1 1-50 1 1 1-1-8 1 Scale=1:34.1 1.5x3 II 3x4 = 1.5x3 II 304= 1.503 II 4010= 1.503 II 3x4 = 1.5x3 II 304= 1.5x3 II 1 2 3 4 5 // 6 7 8 9 10 11 -...._00...------__................._-* li I: 18 17 16 15 14 13 12 3x4 = 3x5= 4x6 = 304 II 4x6 = 3x5 = 3x4 = 1 9-11-0 I 19-6-8 I 9-11-0 9-7-8 . Plate Offsets(X,Y)— 114:0-2-8,Edge),f16:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.06 16-17 >999 480 MT20 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.09 16-17 >999 360 - BCLL 0.0 Rep Stress lncr YES WB 0.76 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1315/0-3-8 (min.0-1-8),18=421/0-1-12 (min.0-1-8),12=401/0-1-12 (min.0-1-8) Max Gray 15=1315(LC 1),18=463(LC 3),12=448(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. :22:0/00..119isis: TOP CHORD 2-3=-1556/0,3-4=1556/0,4-5=-167/632,5-6=165/632,6-7=0/765,7-8=0/764,8-9=-1463/0,9-10=1463/0 : y,BOT CHORD 17-18=0/1149,16-17=-195/1197,15-16=1765/0,14-15=1758/0,13-14=291/1064, � `, 12-13=0/1098 OVI WEBS 6-15=-1282/0,2-18=-1204/0,2-17=-26/426,4-17=0/516,4-16=1223/0,6-16=0/1502, N 10-12=1151/0,10-13=-60/382,8-13=0/574,8-14=-1293/0,6-14=0/1269 r'�NOTES- .d41)Unbalanced floor live loads have been considered for this design.2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. M 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. Strong backs to S jOIVAL �� be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard "S(�Ep PR.oFFss Co NGINEF'4 /0 0z.- 87022PE r yN /N �Aj, OREG•N ti� EN 9O rcMBER \1 �O Ok) A A. H EP`.C.‘P EXPIRES:06/30/2015 - October 29,2014 A WARM%-Verify design parameters and READ NO TES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411.1413 rex 1/19/1014 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. MLS - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity 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/TPIl Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC V Job Truss Truss Type Oty Ply LENNAR R43118234 PL14-250_MAIN_H FO8 Floor 7 1 - Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:0101 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?psrQyswQj-ZuYTviQgflaIBJM LET5S 1 lu12DUdorjHDDdDzAy0a70 0-6-8 H I 2-0-0 1 1 1-0-8 11 1-6-12 I Scale=1:35.1 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x6= 3x8 = 1.5x3 II 3x6 FP= 1.5x3 II 3x4= 1.5x3 I I 1 3x5 = 2 3 4 5 6 7 8 9 10 11 12 tee li 19 18 17 f 15 14 11 1.5x3 II 3x8= 3x8= 3x5= 3x10= 3x5= 3x4 = 81 9-11-8 10/1-0 20-1-12 I 6-8 9-5-0 0-11-8 10-0-12 Plate Offsets(X,Y)— (1:0-1-8,Edge1,15:0-2-11,Edgef,f6:0-1-8,Edgel,Fl5:0-4-12,Edgef,116:0-1-12,Edgel,117:0-3-0,Edgef • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 17-18 >999 360 _ BCLL 0.0 Rep Stress Ina YES WB 0.82 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 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.1&Btr(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=403/0-6-0 (min.0-1-8),16=1340/0-3-8 (min.0-1-8),13=426/0-1-12 (min.0-1-8) Max Gray 1=451(LC 3),16=1340(LC 1),13=471(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0'IONIO , TOP CHORD 1-2=-1266/0,2-3=1266/0,3-4=-1019/322,4-5=-1019/322,5-6=0/1848,6-7=-265/636, 7-8=-266/636,8-9=1605/0,9-10=-1605/0,10-11=-1605/0 OS OV'wASp`W BOT CHORD 17-18=36/1450,16-17=-863/0,15-16=1801/0,14-15=197/1274,13-14=0/1169 U A. G'> y 7� . WEBS 6-16=-718/0,1-18=0/1307,2-18=-253/0,3-17=-610/0,5-17=0/1429,5-16=-1178/0, 1. Ki:. O 11-13=1225/0,11-14=26/457,8-14=0/493,8-15=1205/0,6-15=0/1607 h % N NOTES- i� 7 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)13. 'PO 4, 49639 `sy 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +{' „'ISTER 5S� 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 �s'SI'0IYAL G 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. c.0 PR.OF LOAD CASE(S) Standard ��C-a�AGI NEER Wo �� 87022PE •r CP LN y �Aj,.OREG N r1 Olv� "55O FMBER 11 OSkHEY, EXPIRES:06/30/2015 October 2912014 4 __ 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUEK REFERENCE PAGE NH-1413 reg 1/29/2014 BEFORE USE R Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. [ 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 stability during construction is the responsibillity of the Mire k• 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/TPII Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is spec Merl.the design values are those effective 06/01/2013 by ALSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. I (Drawings not to stole) Damage or Personal Injury raMDimensions are in ft-in-sixteenths. 11166,. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1/16" 0c3-1LI! wide truss spacing,individual lateral braces themselves WEBS II)NAi may require bracing,or alternative Tor I _ I a bracing should be considered. F O 3. Neer exceethe esign loading shown never stackvmaterials on inadequately braced trusses. O 4. Provide copiesd of thisea truss design to the buildingnd For 4 x 2 orientation,locate C7-8 c6-i cs b designer,erection supervisor,property owner and plates 0 'Ad' 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 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 will 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 E$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 perpendicular ESR-1311,ESR-1352,ESR1988 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. ti.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 e Indicated by symbol shown and/Or SYP represents values as published specified. bytext in the bracingsection of theby AwC in the 2005rNDS SF' represents ALSC approved/new values 13.Top chords must be sheathed or purlins 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 ft.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 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. ■=0 reaction section indicates joint INN ill II MI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __11.31S4161 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for MetalMil project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. Q BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with I\il ITS/ 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 . M I MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250 UPPER Fax916/676-1909 LH 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: R42857284 thru R42857294 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. ���EO P R ofss �,. NGINEF9 /�2 870 2PE r � N c\'oj, OREGON 9:5) 11/N 0_ *V\ER � t4 O1/4941B A. HEV1/4�P EXPIRES:06/30/2015 September 19,2014 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. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_UPPER Fax 916/676-1909 LI-I 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: R42857284 thru R42857294 My license renewal date for the state of Washington is January 2, 2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. TONIO p 05 Of WAS Cr it; 49639 x.„4" �•GISTER�O September 19,2014 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 Truss Type Qty Ply LH R42857284 'PL14-250_UPPER F01 FLOOR 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fn Sep 19 07'48:07 2014 Page 1 ID D7?YEet67PxTKnalk8g6gGyt8XQ-tpeZpcKrwllR�f9AHIuZdpdpF9B4Ugg1IAnAlAEayc61M I 2-6-0 I 1-9-11 I l 1-2-0 I I--J13 Scale=1:33.9 4x5 = 1.503 II 3x6 = 1.5x3 H 3x4= 1.503 II 304 = 1.5x3 II 1.5x3 II 1.503 II 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 304= 308= 3x6 = 3x4 = 4x4= 3x4= I - - - _. 19-5-8 - - I 19-5-8 --- - Plate Offsets(X.Y1— [12:0-1-8,Edgel.[13:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.37 13-14 >620 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.60 13-14 >388 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:86 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.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) 16=709/Mechanical,11=709/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2700/0,3-4=-2700/0,4-5=-3452/0,5-6=-3452/0,6-7=-2269/0,7-8=-2269/0,8-9=-2269/0 1,,,N5ZONIO BOT CHORD 15-16=0/1597,14-15=0/3304,13-14=0/3071,12-13=0/2269,11-12=0/1641 WEBS 7-13=0/316,8-12=-665/0,2-16=-1714/0,2-15=0/1184,4-15=-649/0,6-14=0/452,6-13=-951/0,9-11=1761/0, oS Of;WASkL�, 9-12=0/1070w (70 �. /,/c ' ,f .::, o� �.. NOTES- N 1)Unbalanced floor live loads have been considered for this design. i ;. 2)Refer to girder(s)for truss to truss connections. ;r_,r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,p�+ 9634.Q4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-104(0.131"X 3")nails. Strongbacks to • be attached to walls at their outer ends or restrained by other means. STER� . LOAD CASE(S) Standard . . ..IVALti14G 2 � 870 2PE r � -7 'Oj,.OREG• 99 O On 'A �M �`s 8 E R N .\1 A A. H ERCP . EXPIRES:06130/2015 September 19,2014 1 1 ®WARNING-Verify design parameters and READ MITES ON THIS AND IMIUDED NITER REFERENCE PAGE 1411-14/3 rex 1/29/2014 BEFORE USE - Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. 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 stability during construction is the responsibilhly 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 11 Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Qty Ply i LH _ R42857285 PL14-250_UPPER F02 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fn Sep 19 07:48:08 2014 Page 1 ID:D77YEet67PxTKnalk8g6gGyt8X0-LOBxOxLThbZWnKsxSG82A1 nM7UgLPV8KOg2jnOyc61 L - t_ 2-6-0 I 1 1-2-0 i t 1-2-0 I r� Scale=1:32.6 4x5= 1.523 II 3x5 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 H 1.5x3 II 1.503 II 1 2 3 4 5 6 7 8 9 10 o,_tea _ a as Bo e o 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4 = 4x4 = 3x4= I 18-8-8 18-8-8 - Plate Offsets(X.Y1— [12:0-1-8,Edge[,[13:0-1-8.Edgej LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.31 13-14 >723 480 MT20 220/195 - TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.49 13-14 >458 360 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=681/Mechanical,11=681/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2561/0,3-4=-2561/0,4-5=-3170/0,5-6=-3170/0,6-7=-2095/0,7-8=-2095/0,8-9=-2095/0 01ONIO BOT CHORD 15-16=0/1528,14-15=0/3091,13-14=0/2708,12-13=0/2095,11-12=0/1569 rQ� WEBS 7-13=0/397,8-12=-672/0,2-16=-1640/0,2-15=0/1109,4-15=570/0,6-14=0/538,6-13=-823/0,9-11=-1684/0, OS Op:WAS,p,- ,V 9-12=0/1002 G c ' C> d NOTES- �.I 1)Unbalanced floor live loads have been considered for this design. i • 2)Refer to girder(s)for truss to truss connections. i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,.d i�,. 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 to55 4,.:49639_,. 4.? be attached to walls at their outer ends or restrained by other means. .4, /STER . LOAD CASE(S) Standard . . NALe O���tJG P F9 s:t7:1_, �� 8702PEE -y Aj,.OREGO q, O� 'po cctijBER 4\ O ' A. HE ' - EXPIRES:06/30/2015 September 19,2014 t - ®WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MII.1413 re a 2/19/101d BEFORE USE - Design void for use only with Miifek connectors.This design is based only upon parameters shown.and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown AA is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the NMI(' l iTek' 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP)lumber is specked,the design slues are those effective 06/01/2013 by ALK Job Truss Truss Type Qty Ply LH R42857286 PL14-250_UPPER F05 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc. Fn Sep 19 07 48 09 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-pCIJDH L6SvhN PU R80_fH iE KX8u9P8xgTFUn HJSyc61 K I 2-6-0 I 1 1-412 ii 1-2-0 1 1 0-11-8 I 0-18 Scale=1:33.9 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 4x5 = 1.5x3= 1 2 3 4 5 6 7 8 9 10 ......s.... ......,,,, wpipp...---......,,,Nor. .:-. . 3E 17 7 ail °e e 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 4x4 = 3x6 = I 19-5-12 19-5-12 Plate Offsets OM— [12:0-1-8,Edge].[13:0-1-8.Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.36 13-14 >639 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.57 13-14 >404 360 BCLL 0.0 Rep Stress lncr YES WB 0.60 Horz(TL) 0.07 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.1&Btr(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 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=703/0-5-8 (min.0-1-8),16=707/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2692/0,3-4=-2692/0,4-5=-3436/0,5-6=-3436/0,6-7=-2356/0,7-8=-2356/0,8-9=-2356/0 ortONIO BOT CHORD 15-16=0/1593,14-15=0/3291,13-14=0/3043,12-13=0/2356,11-12=0/1654 gip, WEBS 7-13=0/340,8-12=-560/0,2-16=-1711/0,2-15=0/1180,4-15=-643/0,6-14=0/472,6-13=-865/0,9-11=1764/0, oo 0f.WAS Wy, 9-12=0/1032 G .L4 o 4 tiT c, /p d NOTES- I N 1)Unbalanced floor live loads have been considered for this design. i • 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7'- 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 rd f�i! be attached to walls at their outer ends or restrained by other means. 'f!O ,p ...49639,tyr 4)CAUTION,Do not erect truss backwards. +{'� `'VISTER LOAD CASE(S) Standard SSIONAL' 1- 14.4 kr 87* 2PE • 9 yN tN �Aj, OREGO ti�OWN 'PO AMBER \1 `- OS A HEp`C4P _ EXPIRES:06/30/2015 September 19,2014 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 reic 1/29/201/BEFORE USE • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. G Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown C` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility 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/TPI1 Quality Criteria,DSB-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. Citrus Heights,CA,95610 if Southern Pine ISP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH R42857287 PL14-250_UPPER FO6 FLOOR 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07:48'09 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-pCIJDHL6SvhNPUR80_fHiEKfguJx83gTFUnHJSyc61 K - I 1-6-0 I 1-1-6 I I 1-2-0 1 1 0-6-14 1 VsEl 1 1.5x3 I I 2 3x4= 3 1.5x3 II 4 3x4= 5 1.5x3 II Scale=1'9 6 o AIL 10 • m m 1.5x3 = k'''' e e e e 3x4 = 1.5x3 II 1W 9 8 7 3x4= 3x6= I 4-11-12 I 4-11-12 - Plate Offsets(X.YI— [4:0-1-8.Edge),[8:0-1-8.Edgel - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:24 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=257/0-5-8 (min.0-1-8),9=264/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=261/0,3-4=-261/0 010NIO ,t,,Ft BOT CHORD 8-9=0/287,7-8=0/261,6-7=0/261 WEBS 2-9=-341/0,4-6=-436/0 GOS �np.VJAs G NOTES- I �� f4- cO� °� 1)Unbalanced floor live loads have been considered for this design. lV 2)Refer to girder(s)for truss to truss connections. i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. i ei t 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. Strong backs to ,.p �! \ 4,,4963!„.,),<1 be attached to walls at their outer ends or restrained by other means. `6,, W • 5)CAUTION,Do not erect truss backwards. �'., GIST LOAD CASE(S) Standard SSIONAL.— :(4.5:3,(1): � �NGINEF�4 /�28702PE9,Ny Aj, OREG• cy� 4H 9O Fi�jB BER \1 �O On A. HVi-k _ EXPIRES:06/30/2015 September 19,2014 1 - ®WARNING-Verity design parameters and READ NOTES ON THIS AND 16K1)010MITEKREFERENCE PAGE till-1413rev.1/29/201dBEFORE USE w Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. El Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown L.• t�7 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity 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/fPlf Quality Criteria,D58-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by RISC Job Truss Truss Type Qty Ply LH R42857288 PL14-250_UPPER F07 FLOOR 6 1 Job Reference(optional) , Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07.48:10 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-HOJiRdMkDDpE0e0KahAWFStgSHVOIOtdU8Xgrvyc61 J - 0-1-8 H I 2-6-0 I 1 1-71-1 11 1-2-0 110-10-s I Scale=1:34.5 1.5x3 II 1.5x3= 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 405= 1.503 I I 1 2 3 4 5 6 7 8 9 10 o _ il7 gam/ 444111144111%114,440,44.4. c. \ _� \►• e e A • 15 14 13 12 1 3x6 = 308= 3x6= 3x4 = 4x4= 3x4= I 19-10-0 I 19-10-0 Plate Offsets(X.Y1— [12:0-1-8.Edgel.[13.0-1-8,E.ge] _ LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.40 13-14 >590 480 MT20 220/195 - TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.64 13-14 >369 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:87 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.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) 16=716/0-5-8 (min.0-1-8),11=720/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2779/0,3-4=-2779/0,4-5=-3568/0,5-6=-3568/0,6-7=-2367/0,7-8=-2367/0,8-9=-2367/0 ttONIO . BOT CHORD 15-16=0/1658,14-15=0/3402,13-14=0/3205,12-13=0/2367,11-12=0/1665 Q1` WEBS 7-13=0/303,8-12=-624/0,2-16=-1770/0,2-15=0/1203,4-15=-668/0,6-14=0/434,6-13=-983/0,9-11=-1787/0, O� O4,WASp,� 9-12=0/1089 �,&,s,, �4j �Gd c of tr"�`_ NOTES- N 1)Unbalanced floor live loads have been considered for this design. i 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 7 nr 1 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,.0 ��' 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 P 4, 49639 ty� • be attached to walls at their outer ends or restrained by other means. O4,*� ISTER� . 5)CAUTION,Do not erect truss backwards. . SSI.ONAL './..1 LOAD CASE(S) Standard ��`��D P R 0FFss ��cJ OA N EFR Xa, 87022PE r N y �Aj, OREGO (yam <v� 9O AMBER 1*\ N. - EXPIRES:06/30/2015 September 19,2014 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MIT-7473 rea 1/29/2014 BEFORE USE Design valid for use only vnth Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. M�• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown i.�` is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek' 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 B Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSO II- Job Truss Truss Type Qty Ply LH R42857289 - PL14-250_UPPER F08 FLOOR 8 1 Job Reference(optional) Pacific Lumber&Truss Co, Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fn Sep 19 07.48.11 2014 Page 1 lD:D7?YEet67PxTKnalk8g6gGyt8XQ-Ibt4ezNM_Wx5eob W7OhInfPsB hsgcsnm ioGON Lyc611 I 2-6-0 I 1 1-3-4 11 1-2-0 14 21 Scale=1:32.8 4x5= 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 t ao e_./ _ e_ a _ _ \ o J11)1 T 11 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 4x4 = 3x4= 14-10-4 15-6-12 1 14-1-12 1a1}4 155-4 1 1 18-10-0 1 14-1-12 0- 0-7-0 3-3-4 0-7-0 0-1-8 Plate Offsets(X.Y)— 112:0-1-8.Edge).[13:0-1-8,Edge) _ LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP _ TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.32 13-14 >705 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.50 13-14 >446 360 - BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=686/0-1-8 (min.0-1-8),11=686/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2584/0,3-4=-2584/0,4-5=-3217/0,5-6=-3217/0,6-7=-2125/0,7-8=-2125/0,8-9=-2125/0 01ONIO BOT CHORD 15-16=0/1539,14-15=0/3127,13-14=0/2768,12-13=0/2125,11-12=0/1581 rQ, WEBS 7-13=0/380,8-12=-669/0,2-16=-1652/0,2-15=0/1121,4-15=583/0,6-14=0/524,6-13=-839/0,9-11=-1697/0, o5 O4:WASI V 9-12=0/1012 G �,LF' �� G'�d NOTES- ' �` N 1)Unbalanced floor live loads have been considered for this design. ,i 2)Refer to girder(s)for truss to truss connections. 7 t 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. „p / � 49639 ti 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'fes .Q� � `4! 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. Strong backs to , GISTER 1`SS be attached to walls at their outer ends or restrained by other means. S'S G LOAD CASE(S) Standard ' DPRp C����NGIN O'4 s/� - CC 871 2PE 9 yN tCV �Aj, OREGO �o �N 9O FMSER1\ �O OS A. HE-C)' 'S-\P EXPIRES:06/30/2015 September 19,2014 ®WARNING-Verify design parameters and READ MESON TMS AND INQUDED MITER REFERENCE PAGE MIT-1413 res 1/29/2014 BEFORE USE Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an individual building component. �• - 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 stability during construction is the responsibility 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/IPII Quality Criteria.D5B-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 Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH - R42857290 PL14-250_UPPER F09 FLOOR 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07:48.12 2014 Page I ID:D72YEet67PxTKnalk8g6gGyt8XQ-DnRSsJO_Ig3yGyAih6D_KtyAt5LcLOuwxSOxwnyc6l H I 2-2-3 11 1-2-0 1 1 0-10-5 I 2-6-0 I Scale=1:13.7 1.5x3 11 304 = 1.5x3 II 1.503 11 1 2 3 4 3x4= 5 m ee e 304= 9 8 7 6 1.5x3 II 3x4= 3x4= I 2-5-3 30-3 3-7-3 3-- 1 7-2-8 1 2-5-3 0-7-0 0-7-0 0-1- 3-5-13 - Plate Offsets(X.Y1— [2:0-1-8.Edge],17:0-1-8.Edgel - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 6-7 >999 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 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.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) 9=390/Mechanical,6=390/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-667/0,3-4=-667/0 `^CONIO �a BOT CHORD 8-9=0/667,7-8=0/667,6-7=0/687 eJ �1�� WEBS 2-9= G727/0,4-6=-738/0 9% Of'wAs.F�j,_ NOTES- l. 11,Q� - -Q-. te' \ 1)Unbalanced floor live loads have been considered for this design. I. N 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. iar 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,.d u' 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 . it_ 4,49639, t4 be attached to walls at their outer ends or restrained by other means. o" CISTE' LOAD CASES) Standard ,,31 ,N <c5kv PROFess coN -N-'GiNE-FR /O29 r 87022PE yN ,ry �A%,.OREG N (15) 4/./ 'A 441 OS A. HE_Ck \-\:C.- EXPIRES:06/30/2015 September 19,2014 t" • • A WARNING-Verity design parameters and READ hMIESON IBIS AND IMY1.UDED MITER REFEREPI PAGE MII-7473 rete 1/29/2014 BEFORE USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. a• 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 stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by RISC Job Truss Truss Type Qty Ply LH R42857291 PL14-250_UPPER F10 FLOOR 9 1 Job Reference(optional) i. Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07:48:12 2014 Page 1 ID:D77YEet67PxTKnalk8g6gGyt8X0-DnRSsJ O_Ig3yGyAih6D_Kty2g5BRLIjwxSOxwnyc6l H 2-6-0 I 1 1-3-8 11 7-2-0 1 1 a11-6 1 o-pre Scale=1:33.5 1.5x3 II 1.5x3 I I 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 4x5= 1.5x3= 1 2 3 4 5 6 7 8 9 10 y 17 1,7 10 15 14 13 12 3x4= 3x8= 3x6= 3x4 = 4x4 = 3x6 = I 19-3-8 19-3-8 - Plate Offsets(X,Y1— [12:0-1-8.Edge].(13:0-1-8,Edge] - LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.34 13-14 >665 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.54 13-14 >421 360 BOLL 0.0 Rep Stress'nor YES WB 0.59 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 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.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) 11=696/0-5-8 (min.0-1-8),16=700/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2658/0,3-4=-2658/0,4-5=-3366/0,5-6=-3366/0,6-7=-2320/0,7-8=-2320/0,8-9=-2320/0 `�ONIO BOT CHORD 15-16=0/1576,14-15=0/3238,13-14=0/2952,12-13=0/2320,11-12=0/1634 QJ WEBS 7-13=0/365,8-12=-549/0,2-16=-1692/0,2-15=0/1161,4-15=-623/0,6-14=0/495,6-13=-829/0,9-11=-1743/0, OS OV'WASIir, 9-12=0/1009 / sx w WG'>, NOTES- N 1)Unbalanced floor live loads have been considered for this design. I `. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 7417 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .p � 4k- 4) 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 1:, $ 49639 c� 0, be attached to walls at their outer ends or restrained by other means. Off' GISTMR- 5)CAUTION,Do not erect truss backwards. �sSIONALti�C' LOAD CASE(S) Standard ,,..873111 i 2PE oi.;y7: N ,� -7,,'ois OREGO tip ,40 0,—, ' AMBER 11 OS A. H .# EXPIRES:06/30/2015 September 19,2014 t r • ®WARNIMJ-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFEREMI PAGE MII.7413 rex 1/29/201d BEFORE USE - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. - 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 stability during construction is the responsibillity 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/TPI]Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute.781 N Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber Is specified,the design values are these effective 06/01/2013 by ALX Job Truss Truss Type Qty Ply LH R42857292 - PL14-250_UPPER F11 FLOOR 2 1 Job Reference(optional) • Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07.48 13 2014 Page 1 ID D7?YEet67PxTKnalk8gSgGyt8XQ-hz?g3f0cV8Bpt5lvFpkDt4VMKVhT4tk3A61USDyc61G - I 0-10-3 I 1-2-0 0-10-5 1 2-6-0 Scale=1 11.3 304 = 1 1.5x3 I I 2 31.5x3 H 4 3x4= 5 1.5x3 II e m m t t e e 1.5x3 II 3x4=- 9 9 8 7 6 3x4= 3x4= 1 1-1-3 1 1-8-3 1 2-3-3 214-10 5-10-8 { 1-1-3 0-7-0 0-7-0 0-1-8 3-5-13 - Plate Offsets(X.Y1— 12:0-1-8.Edgel,17:0-1-8,Edgel - LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight.28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 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. (Ib/size) 9=211/Mechanical,6=211/0-1-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-7=0/328 01ONIO WEBS 2-9=347/0,4-6=-352/0 O% Off'WASp,, NOTES- G ti �VG� 1)Unbalanced floor live loads have been considered for this design. c Si-t,�., O t72)Refer to girder(s)for truss to truss connections. y x N3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. `i- 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i.ir 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 ,p /�5 be attached to walls at their outer ends or restrained by other means. 15 4, =49639 4V, LOAD CASE(S) Standard O��S ZONAL. ���ED P R pFEsis c.:;..-' �NGINEc'V /IL-.... 8 II 2PE r 4 yN rN �Aj,.OREGO (' tia 'AO SMB BER 1N O On A. HE?'�P EXPIRES:06/30/2015 September 19,2014 ' ®WARNINJr-Verify design parameters and READ fF1 IFS ON THIS AND INaUDED MJ1EK REFERENa PAGE MII-1413 rem 1/29/2014 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. E• 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 stability during construction is the responsibillity 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/711 Quality Criteria,DSB-B9 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 IT Southern Pine OSP)lumber Is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH R42857293 - PL14-250_UPPER F12 FLOOR 2 1 Job Reference(optional) - Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc. Fri Sep 19 07.48:14 2014 Page 1 ID.D7?YEet67PxTKnalk8g6gGyt8XO-9AZCH?PEGRJgVFJ5pXFSPI1 RUvvVpEICOmV2_gyc61 F 0-1-8 - H I 1-0-71 1 I 7-2-0 110-5-9 I I 1-9-0 I Scale=1:18.2 1.5x3 II 1.5x3 = 304 = 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4x4=4 5 6 7 8 e o ® o ® o T e e e e- e 13 12 11 a 10 1.5x3 II 1.503 II 4x5= 3x5= 3x6= 3x4 = I 10-6-12 10-6-12 - Plate Offsets(X.YI— [2:0-1-8,Edge].13:0-1-8,Edge] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.07 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:50 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.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) 14=564/0-5-8 (min.0-1-8),9=571/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-841/0,3-4=-1287/0,4-5=-1287/0,5-6=-1374/0,6-7=-1374/0 . ";ONIO BOT CHORD 13-14=0/841,12-13=0/841,11-12=0/841,10-11=0/1491,9-10=0/872 � WEBS 2-13=0/277,3-12=-416/0,2-14=-1083/0,7-9=-996/0,7-10=0/573,4-11=-389/0,3-11=0/898 GO'�ov,WASI tW, NOTES- !vim s, O416 Cri 1)Unbalanced floor live loads have been considered for this design. Y N 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 r be attached to walls at their outer ends or restrained by other means. ,.p -49619.....„2„0r�� 4)CAUTION,Do not erect truss backwards. '5 4, <Vy" • c �GISTR �` LOAD CASE(S) Standard s`sIONAL �G cc 87022PE r y SAT OREG N ti�O4N 'AO AMBER 1\ On A. Heck EXPIRES:06/30/2015 - September 19,2014 I 8 - ®WARNING-Verifydesign parnmeaars and READ NATES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-7473 rel 1/19/1014 BEFORE USENM MI• ■■! Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. 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 stability during construction is the responsibtllity 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/FPI]Quality Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine OP)lumber is specified,the design values are those effective 06/01/2013 by ALK V Job Truss Truss Type Qty Ply LH R42857294 - PL14-250_UPPER F13 FLOOR 6 1 Job Reference(optional) - Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07 48 14 2014 Page 1 - ID:D72YEet67PxTKnalk8g6gGyt8XQ-9AZCH2PEGRJgVFJ5pXFSPI1 QAvuhpGjCOmV2_gyc61 F 0-1-8 H I 1-0-11 ) 1 1-2-0 I I 2-5-9 I I 2-6-0 I Scale=1'18.0 1 5x3 H 1.5x3= 3x4= 1.5x3 I I 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 0 0 0 e o . o i -- m 0 1 9 8 1.55 x3 I I 1.5x3 H 3x6 = !� 3x6= 3x4= I 10-5-4 10-5-4 - Plate Offsets(X.Y1— [2:0-1-8,Edgel.[3:0-1-8.Edgel - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.13 8-9 >980 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.19 8-9 >653 360 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:47 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.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=558/0-5-8 (min.0-1-8),7=564/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-904/0,3-4=-1554/0,4-5=-1554/0 orCONIO k� BOT CHORD 10-11=0/904,9-10=0/904,8-9=0/904,7-8=0/1124 WEBS 2-10=0/323,2-11=-1165/0,5-7=-1207/0,5-8=0/461,4-8=-321/0,3-8=0/720 O% OV'WASkist4 `W� NOTES- G 1.��� ,, �O 1)Unbalanced floor live loads have been considered for this design. Co ` x .11N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. \1 ;: 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 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. 1 5)CAUTION,Do not erect truss backwards. C)4'�:0-144179p6R39,(:4,:t? 0ISTE LOADcases) Standard ONAL G, EFq woc, . � r� 87022PE e �4i, OREGO tis O1ti 'AOn c�'j8 E R 1,' OS A A. HEP'\--\P EXPIRES:06/30/2015 - September 19,2014 - ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HITEMREFERENCE PAGE MII-7473 ret.1/29/2014 BEFORE USE MOWN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� 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 stability during construction is the responsibillity 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 M Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property ° (Drawings not to scale) Damage or Personal Injury �= Dimensions are in ft-in-sixteenths. 11111k, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing, CHORDS 9 g,is always required. See BCSI. „ 2. Truss bracing must be designed by an engineer.For 0-1/1 6widetrussspacing,individuallateral braces themselves MIEKmayrequirebracing,oralternativeTorIp bracing should be considered. o'■_, O 3. Never exceed the design loading shown and never IL\41111111 stack materials on inadequately braced trusses. 0 O p y ert 4. Provide copies of this truss design to the building c�a C6-7c5-6 designer,erection supervisor,pro owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0 aa' from outside 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 will 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is 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 i� Indicated b symbol shown and/or SYP represents values as published specified. �/ bytext in the bracingsection of the by AWC in the approved/new2005rNDS 13.Topchords must be sheathed or puffins provided at SP represents ALSC values p 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 f 6.Do not cut or alter truss member or plate without p or (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■niii0 reaction section indicates joint 1. 1 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMI 1.11161 18.Use of green or treated lumber may pose unacceptable :� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil 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 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Te Ic 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 . , , , NM MiTek6 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_UPPER Fax 916/676-1909 LH 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: R42857284 thru R42857294 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. ���c P R OFFss ���\� ,NGINEF9 /0• 2 870 2PE cn N c<\Aj, OREGON tip Oi)U C c�M8 E R 1� OSA Hecks EXPIRES:06/30/2015 September 19,2014 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 I.