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BRES2018-0411 Truss Calcs
�g&5 let E�- o L4 t I JMW TRUSS -1 `I Z3 `i CIt51� DEL s ct-- CORONEL ENTERPRICE INC GREG & TERRI GERVAIS ..T� �120jlj CITY OF LA QUINTA. BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 3 1 /M/gBY FEB 15 2019 J� 01/10/19 WOOD TRUSS CALCULATIONS AND PLACEMENT PLAN SOIITHW;'CT}c 1 CAr%ILI^ °rmo m& -..o% r.. 15916 BERNARDO CENTER DRIVE SAM DIEGO, CA 921272936 S. AVENUE 3 1/2 E, PHONE: 760 489 5647 httWww' ,m Wfr, ,ce Com YUMA, AZ 85365 FAX: 760 489 9563 PHONE 888.712.6874 FAX 928-3444303 �&?Auw Design / Engineering Office 15916 Benlardo Center Drive San Diego, CA 92127 J M W Truss Phone: 760 489 5647 fu���nrrrerrl�+, �,�,rrllrN. Fax: 760 489 9563 Re: B1811003 GREG & TERRI GERVAIS The attached truss drawings have been prepared by JMW Truss and Component, under my direct supervision based on the parameters provided by: CORONEL ENTERPRICE INC Pages or sheets covered by this seal: 88 My license renewal date for the state of California is June 30, 2020, Jiqiang, Cao The seal on these drawings indicate acceptance of professional engineering responsibility solely for the buss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. 4F 1r5S10��� JIGIANG CRC + C 66386 EXP 06130/20 Ly January 10, 2019 Al i 3'ML3 itOpF T1?1155 NOTES, a as uua n. aa+u.�. 1- 'NA TR SEAM LOCATIONS ARE FOR REFERENCE ONLY, TO ASSIST IN DETERMING TRUSS LOCATION.NOT TO BE USED FO i CONSTRUCTION. "� �.. 2, 370 NOT ATTACH SPRINKLER SYSTEM TO THE JACK TR CHORD A. ANY TRUSS- _ _ 3. NO NOT A'! -EACH SPRINKLER SYSTEM TO THE JAC}tTRUSS AREA•THEY ARE NOT DESIGNED FOR THE SPRINKLER l-OAD• 4. N 4S THE ATTACH SP INKLERSIBILI RESPONSIBILITY 70 VERIFY THAT FIELD CONDITION ALLOWS ALL HANGERS TO BE CONNECT �. PROPERLY By INTENDED IN THE SIMPSON CATALOG, i kl- - _.-.... - ---- -- HANGERS m251U R.lo�f Pith 0 `THJA26 TCLL... 20# s� a HUS26-2 TCLL... 15# LUS24 BCLL... 00# U � ='"•� �,'I- _ _ 314 j3 �S S12 41 F 3 <�) LUS26 BCLL... 10# ROOF TRUSS PLACEMENTS PLAN. CE)HUS26 - — -- _ — _ ■raw.w�nr S14FE4 To i ' �c v eJ' 3'ML3 itOpF T1?1155 NOTES, a as uua n. aa+u.�. 1- 'NA TR SEAM LOCATIONS ARE FOR REFERENCE ONLY, TO ASSIST IN DETERMING TRUSS LOCATION.NOT TO BE USED FO i CONSTRUCTION. "� �.. 2, 370 NOT ATTACH SPRINKLER SYSTEM TO THE JACK TR CHORD A. ANY TRUSS- _ _ 3. NO NOT A'! -EACH SPRINKLER SYSTEM TO THE JAC}tTRUSS AREA•THEY ARE NOT DESIGNED FOR THE SPRINKLER l-OAD• 4. N 4S THE ATTACH SP INKLERSIBILI RESPONSIBILITY 70 VERIFY THAT FIELD CONDITION ALLOWS ALL HANGERS TO BE CONNECT �. PROPERLY By INTENDED IN THE SIMPSON CATALOG, i kl- - _.-.... - ---- -- HANGERS m251U R.lo�f Pith 0 `THJA26 TCLL... 20# s� a HUS26-2 TCLL... 15# LUS24 BCLL... 00# U � ='"•� �,'I- _ _ 314 j3 �S S12 41 F 3 <�) LUS26 BCLL... 10# ROOF TRUSS PLACEMENTS PLAN. CE)HUS26 - — -- _ — _ ■raw.w�nr S14FE4 To i t _ L 1. WALL &BEAM LOCATIONS ARE FOR REFERENCE ONLY, TO ASSIST IN DE7ERMING TRUSS LOCATION.NpT TO BE USED FOR e�. .� y CONSTRUCTION. °•li .A_1/!__V2._.VJ IT2- �'� r/LrH .VI _h..._Vl,---c'Lv1 b. ' Ys— .. Z DO NOT ATTACH SPRINKLER SYSTEM TO THE BOTTOM CHORD OF ANY TRUSS. TO THE JACK < • IJ `� b. Tp15 THE FRAACH MER'S RENKLER SPONSIBILITY 7Y�T0 VERIFY THATF ELb CONDITION ALLOWS ALL HANGERS TO BE pIfVNECTEL1 LOAD. Q. 0. T. S. — — —.—"� PROPERLY BY INTENDED IN THE SIMPSON CATALOG. 'U�nlibirkb. r�-�ikiTL • ..... .... ....._ own �sorwc N38 2X ROOF RAFTERS - �.._ - — - N3 (j) ,� ••F.' is � L` ._�.—�...�.'� .'IL'.. J { ' . ' j ZL H'S17 - S15L''... AW�-1 �•�--, ����.---- 3 -�r � } � �._ ti3�I•- Sts � S13 NQ Sit ILI U C2 �p -n,. 9-:3 -�- �,�. , wee...-� i•• .� I � 1 � I 1 � � � i � - _' `.-�5��0 P � o I - 4l� I � i, — i•' .�I � � i � � ,�' , � ��. .�--ass S3 .r _ _"'_ .:.._. AAAA. = - .. N _... w .�•.:�-, .S2� o $2 -�Si � -! r 20 A J F,--- - 61', HANGERS .25/12 Roof Pitch`��i' 11 THJA26 ; TCLL...20# TC©HUS26-2 LL...15# © LUS24 BCLL...00# �.�.�rw E- OLUS26 w,� . ,�,... BCLL...10# O HUS26 ROOF TRUSS PLACFMFNT-Q D1 AKII 51YE•ET ------ — . w—r vV. 11 1UI I -.... ... - ' Jori , Truss Type Truss TRUSS Al GABLE — — JMW TRUSS, YuMA AZ qty Ply 2 1 001- Jpd Reference [Qplional]. Run: 8.210 s Apr 14 2078 Print 8.210 s Apr 14 261 a MTex IndLV06s, Inc Thu Jan 10 09:46,37 2019 PaDe 1 ID:BDPBZ8.77b_7zLWERtsAgiyNE614u98hUNH3H6?KTrB7CZ9uC9bZZHy?RltecgzSi rmWO 4-3.5 — 4-7-0 4 3 t3 — 0-3-8 S.I. =tis o 4.7.0 4-7-0 .j 12A LOADING(psf) SPACING- f 2-0-0 CSI. DEFL. in (loo) TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 3-4 TCDL 15.0 Lumber DOL 1.25 WB 0.03 HorzC 0.19 (C T)) 0 00 3 3 BCLL 0.0 ' CodeiBC2015fTP120 4 Matrix -P BCDL 10.0 - - — — LUMBER - TOP CHORD 2x4 OF N0.2 BOT CHORD 2x4 OF N0.2 WEBS 2x4 DF No 2 OTHERS 2x4 OF No.2 BRACING - TOP CHORD Structurai wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends chat Slabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer inslallalidn guide. - REACTIONS. (Ib/size) 4 = 193/1VIechanical 3 193/0-5-8 (min. 0-1-6) Max Harz 4 = -75(LC 8) Max Uplift 4 = 39(LC 8) 3 = -37(LC 9) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. I/deft L/d PLATES GRIP >999 240 MT20 2201195 >999 180 n/a n/a Weight: 261b FT = 20% 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=O.Opsf; BCDL=6.0psf; h=2511; B=4511; L=24ft. eave=oft; Cat !l; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exteriaf(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only- For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1, 3) Provide adequate drainage to prevent water ponding - 4) All plates are 2x4 MT20 unless otherwise Indicaled. 5) Gable studs spaced at 1-4-0 oo. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will Fit between the bottom chord and any other members. B) Refer to girder(s) for truss to truss connections. 9) Provide mechanical con nectlon (by olhers) af truss to nearing plate Capable of withstanding 100 lb upri t at joint(s) 4, 3. LOAD CASE(S) Standard o1 �1YESS IQNq� JUANG CAS c 66380 x EXP 06/30/20 Yi �YEk January 10, 2019 ITRUSS .I- , Roof Special 7 � _ ,>otReference.(optional) _.. - - Run: 8.210 s Apr 14 2Q78 Print: Q-210 s App 14 2018 MfTeir li ID.50pBZ8eVTb_7xLWERfsAgiyN 7-0 -MLr311 XL2Fv — 4-3-8 0.3 8 4.3 a 7 2x4 1 3.4 = 20 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.o Code IBC2015frP12014 LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No -2 OTHERS 2x4 DF Nc.2 BRACING - TOP CHORD StmGtllral wood sheathing directly applied or 4-7-0 oc purlins, except end verticals Except: 10-0-0 oc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. r 6 recommarxlsthat glabilixers acid rcqulred cross Itxa09 e installed during truss erection, in aeeordanee with Stabilizerstauation.guide._� _ REACTIONS. (lb/size) 7 156/Mechanical = 4 = -120/0-5-8 (min.0-1-8) 5 = 35010-5.8 (min. 0-1-8) Max Horz 7 75(LC B) = Max Uplift -31 (LC 8) 7-120(LC 1) 4 = 5 -B5(LC 9) = Max Grav 157(LC 18) 7 _ 70(LC 8) 4 5 350(LC 1) = FORCES. (lb) Max. Ccn1p.lMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-5=-3221168 NOTES - 1) Wind: ASCE 7-10; Vultn110mph (3 -second gust) Vasd=67mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft: 8-4511; L -20V eave"4fl; Cat. It Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end venica) Taft and right exposo,,C•C for members and forces 8 MWFRS for reactions shows Lumbar DOL, 1.60 plale gdp DOL -1-60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed For a 10.0 psi botlom chord INA 10ac If nonconorrent with any other live load$. 4) - This truss has been designed For a live load of 20.OPSI on the bottom chard in all areas where a rectangle 3.6-0 tall by 2.0-0 wide other 5)Il fit betweenReferto girder(O for truss to uss connectionsernbers. a i ase 1 stele = 1:15 0 truss to plate calde pable of writhstanding 100 Ib uplift at (ofni(s) 7.3 e°ep at -Ib) 4=130. 7) Tills truss Is designed In accordance wilh the 2015 Intemat[Wal Building Code section 2306.1 and referenced standard ANSIITPI 1, LOAD CASE(S) Standard tSSt�N��� JIQIANIG CA0 C 663$u EXP 06/30/20 January 10, 2019 4.7-0 1 4-/-0 -- DEFL. in (toc) Vdefl Lld PLATES GRIP MT20 220/195 CSI. TC 0.15 Vert(LL) -0.01 6-7 >999 240 180 BC 0.10 Vert(CT) -0.01 6-7 5 >999 n/a n1a WB 0.02 Horz(CT) -0.00 � Weight: 23 Ib FT = 20% Matrix -S _.. truss to plate calde pable of writhstanding 100 Ib uplift at (ofni(s) 7.3 e°ep at -Ib) 4=130. 7) Tills truss Is designed In accordance wilh the 2015 Intemat[Wal Building Code section 2306.1 and referenced standard ANSIITPI 1, LOAD CASE(S) Standard tSSt�N��� JIQIANIG CA0 C 663$u EXP 06/30/20 January 10, 2019 A3 Ply Roof Special 4.7.0 0-3.8 4 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 20 DF N0.2 WEBS 2x4 DF N0.2 BRACING - TOP CHORD or 4-7-0 oc purlins, except Structural wood sheathing directly applied end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. Ai ek recommends that SION iz" and requrr 'ad sebil¢ j be installed during truss erection, in accG1danea w thSt knslallatlon guide. — — REACTIONS. (Ib/size) 193/Mechanical 4 = 3 a 193/0-5-8 (min. 0-1-8) Max Horz 4 75(LC 8) = Max Uplift 39(LC 8) 4 - 3 -37(LC 9) = FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES second gust} Vasda87mpn; 1) W3ind; ASCE 7-10, Vult=110mph ( TCDL=B.Qpsf; BCDL� d; M:WFRS Exp B: lid 1 (d reaEa al) and C -C Extehaf(2) cone; cantilever enclosed; r lett and right exposed :end vertical left and right exposed:C-C for members and forces & MWF RS for reactions shown; Lumber DOL -1,60 plate 9 6 00L=1.80 2) Provide adequate drainage to prevent water ponding. 3] This truss has been de" natl for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed far a Eve load of 20-Opsf on the bottom chard in all areas where a between the bottom chard and rectangle other m mlbe0 0 ode rs. will 5) Rater to girder(s) for truss to truss connections, Q) Provide mechanical connection (by others) of truss to hearing plata capable of withstanding 100 Ib uplift at joint($) 4, 3. 7) This truss Is designed in aocordance with the 20115 International Building Cade section 2306.1 and referenced standed A"ITPI 1. r LOAD CASE(S) Standard Lid 240 180 n/a 5 I �aoe 1 Scale =1:15-0 PLATES GRIP MT20 220/195 Weight: 23 Ib FT = 20% J1011ANG C. C663$0 EXP 06130120' CAt-1���� January 10, 2019 4-7.0 ,-7.0 - DEFL. in (1oc) defi I///999 - _ LOADING(psf) SPACING- Plate Grip DOL 5 CSI. TC 0.20 Vert(LL) Vert(CT) -0.02 3� 0.04 3 4 >999 TCLL 20.0 15.0 :2-" Lumber DOL 5 BC 0.19 0.03 Horz(CT) 0.00 3 n/a TCDL BCLL 0-0"Cotle Rep 5lrass 1r; SWB IBC2015ff14 Matrix -P BCDL 10.0 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 20 DF N0.2 WEBS 2x4 DF N0.2 BRACING - TOP CHORD or 4-7-0 oc purlins, except Structural wood sheathing directly applied end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. Ai ek recommends that SION iz" and requrr 'ad sebil¢ j be installed during truss erection, in accG1danea w thSt knslallatlon guide. — — REACTIONS. (Ib/size) 193/Mechanical 4 = 3 a 193/0-5-8 (min. 0-1-8) Max Horz 4 75(LC 8) = Max Uplift 39(LC 8) 4 - 3 -37(LC 9) = FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES second gust} Vasda87mpn; 1) W3ind; ASCE 7-10, Vult=110mph ( TCDL=B.Qpsf; BCDL� d; M:WFRS Exp B: lid 1 (d reaEa al) and C -C Extehaf(2) cone; cantilever enclosed; r lett and right exposed :end vertical left and right exposed:C-C for members and forces & MWF RS for reactions shown; Lumber DOL -1,60 plate 9 6 00L=1.80 2) Provide adequate drainage to prevent water ponding. 3] This truss has been de" natl for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed far a Eve load of 20-Opsf on the bottom chard in all areas where a between the bottom chard and rectangle other m mlbe0 0 ode rs. will 5) Rater to girder(s) for truss to truss connections, Q) Provide mechanical connection (by others) of truss to hearing plata capable of withstanding 100 Ib uplift at joint($) 4, 3. 7) This truss Is designed in aocordance with the 20115 International Building Cade section 2306.1 and referenced standed A"ITPI 1. r LOAD CASE(S) Standard Lid 240 180 n/a 5 I �aoe 1 Scale =1:15-0 PLATES GRIP MT20 220/195 Weight: 23 Ib FT = 20% J1011ANG C. C663$0 EXP 06130120' CAt-1���� January 10, 2019 3.5.11 f 3.5-11 GABLE Ply Reference RUM 1D:50 ;B'AeV b ixL YVERiaAa1NNE61[ RO z_ J }7 O s 1&9.0 Oa 8 i 0.10.13 X19-3 1:26 7 1116,n 3x4 = 14 13 43 12 11 2 9.7.72 M. 8»7-14t9�S11-i3 5.7.3 X2.15 11+3.11 7 42 _ SPACING- 2-0 0 CSI. LOADING(psf) Plate Grip DOL 1.25 TC 0.80 TCLL 20.0 Lumber➢OL 1.25 BC D.67 TCDL 15.0 Re Stress Incr Nd WB -S BCLL 0.35 0.0 Code IBC20t51TAi2014 Matrix -S BCDL 10.0 LUMBER - TOP CHORD 2x4 OF No.2 HOT CHORD 2x4 OF N0.2 WPBS 2x4 OF N0.2 OTHERS 20 OF Not BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. [7be eraoommends that 51ahVNzers andrequired cross bracing nstalled during truss erection, in ae�rdance. with Stabilizer allalion.gukde.-. - -... - -- — — REACTIONS. All bearings 4-3-B except Qt=length) 6=3-8-8, 8=3-8-6, 7=3.8-8, 11=0-3-8, 11=0.3-8, 9=0-3-8. (lb) - Max Horz 14=-162(LC 4) Max uplift All uplift 100 Ib or less at jolnt(s)12, 13, 7, 11 except 14=-197(LC 4), 6=-164(LC 13), B=-141(LC 1), 9x-340(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 6, 12, 13, 8, 11, 11 except 14-772(LC 1), 7=388(LC 1), 9.1675(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-936t215,3-4=-123/482 80T CHORD 13-14=246/720, 12-1 3=-24517.'.0, 11-12=-246!120, i0-11=-2461720,9-10=-1651583 WEBS 2-14-a771237, 2-10=-103/321.3-10=-85/449, 3-9=-1318!330, 4-9=5831137 9x4 = 16-110-72 o-5. o -1=1x �i-1R ti3 0-4GRI-1z PLATES 220/P95 DEFL. in (loc) >999 240 MT20 Vert(LL) -0.06 9-10 >999 180 Vert(CT) -0.15 9-10 Horz(CT) 0.01 7 n/a n/a Weight: 113 lb FT = 20% 4) Provide adequate drainage to prevent water pondlrlg. 51 Ali plates are 2x4 MT20 unless otherwise Indicated. 6) Gable studs spaced at 1.4.0 oc. 73 This truss has been designed tar a 10-0 PSI bottom chord Ilve load noncancurrent with any other live loads - 8) • This truss has been designed for a live 6 01a load of 0.Opsf On I" il 2.0-0 wide bottom chord in all areas where a (actang will fit between the bottom chord and any other rnembers. 9) Provide mechanical connection (by others) of truss tto13e 7, Ing except Etate a 4te of ) 114-1197.i5=164, 8= ng 14b1, uplift 34ojoi ie 2 niannational 10) This truss Is designed in accordance wllh IANSIlTPI 1 Building Code section 2306.1 and referenced standard 11) Hangers) or other connection device(s) ahatl be pmvlded sufficient to support concentrated load(s) 184 Ib down and 48 Ib up 11 Ib p at 4-0 12, 136 b down and 51 b p at 0.0- 2 d36 lb down 1 at 10-0-12. 136 lb dand 51 ib own and 51 alb p at 12.0.12, j 343 lb 136 ib down and own and 61 lb 51 lb p at 14.0.12 and 175 Ib down and 57 ib up M 16-0.12, and 184 Ib down and 48 13 op at 18-10-12 on boltorre chord. The designfselectian of such cormecNon device(S) is the responslbifity Of others' 12) !n the LOAD CASE(S) section, toads appl[ad to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Lumber inulase=i 25, Plate 1) Dead + Roof Live (balanced) Increase=1.25 unirorm Loads (plf) Vart: 1.5=70, 6-14=-20 Concentrated Loads (lb) _ 44� 1136(F)45- 136(F)46 136(F)(47F--136(f!) 8 36(F))(F) NOTES fts 1) unbalanced root live loads have been d=67mphn" 2) WirIM ASCE 7-10; Vult=11t1mph (3 -second gust) Vas TC131-=6.0psf; BCDL=6.001; 11`25ft; B-45ft; L=2411: _ lever left and II; Exp B; 1pd e do erfleal left and fight xposed; WFRS oLumber D0L=1.60 right exposeedd : plate grip DOL=1.60 3) Truss designed for wind toads in the plane 01 the truss only. For Studs exposed to wind (normal to the lace). see Standard Industry Gable End Details as aPpllcabte, or consukt qualified building designer as per ANSIITPI 1. r4`� dICrIANG CAC `tl C 66380 r EXP 06/30120' CAL1F�� January 10, 2019 TRUSS B2 I Roof Special 3 .... .! __ ....... _ ."._ _JCIq ReferenCO (bpllpnel) Rung &210 s Apr 1 14 Ip:500132HeV2��t wc018 Pdn1' 8.210 s Apr 14 W16 MITek Industries rrfoe ; ►r , Enc. Thu .tan 10 Tn ..�nr. 3ur•i1 — •• -"_.. _- nrrvnrrui MVJKNnIAtXukmVYE@BbTz 17-0-8 2x4 116-9.0 16-2 8 3x• 6.7.14 6.7-14 13-Oti5 PMA 'Y 4:0.3-12.0.2-0 B 4 8 " F— ) ADINTCLL GEURD SPACING. 2-0-0 CSI. Plate Grip DOL 1.25 DEFL. in (loo) I/dell TCDL Lumber DOL 1.25 TC 0.45 Vert(LL) -0.04 9-10 >999 BCLL 0.0 " Rep Stress Incr YES BC 0'42 Vert(CT) -0.10 9-10 >999 BCDL 10.0 Code IBC20151TPI2014 WB 0.33 Horz(CT) 0.02 6 n/a Matrix -S LUMBER - 10 6 TOP CHORD 2x4 DF No.2 Max Horz BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 6) Provide mechanical conneclion (by others) of truss to hearing plate capable of withslanding 100I BRACING- uplift at joint(s) except at -1b) 10=325, 6=36o" TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except 7) This !Hass is designed in accordance with the 2015 International 8uitding Code section 2306,1 and referenced standard end verticals. BOT CHORD AN511TPI 1 8) This truss has been designed for a total drag load of 1864 lb, Lumber DOL -(1-33) Plate grip DOL=(1.33) Connect Rigid ceiling directly applied or 6-0-0 oc bracing- truss to resist drag Wads along bottom chard from 0-0-0 to 17.0-8 for 109.4 pit- MiTek recommends That Sl8bilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer tnstallallon guide," LOAD CASE($) Standard REACTIONS. (Ib/size) 10 6 754/0.11-0 (min.0-1-8) Max Horz 75410.5.8 (min. 0-1-8) 10 = Max Uplift -162(LC 26) 10 = 6 = -325(LC 25) -360(LC 28) FORCES. (lb) Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when !31MWr1 TOPCHORD 1-2=-525/533, 2-3=-1219/549, 3-4=-1002/482, 5-6=-381/178 BOTCHORD 9-1L1=-637/991, 8-9=-633/1413, 7-8=-411/504 WEBS 2-10=-10721550,2-9=4001787,3-9=-5751556, 3-8=-7931609, 4-8=-57111101, 4-7=_404!216 NOTES - t ) Unbalanced roof live (bads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL-6.Opst; SCDL-6"0psl; h-254; B=45ft; L=24f1; eava=4lt; Cal. II; Exp 8; Kd 1.00; enolosed; MWFRS (directional) and C•C Exterior(2) 0-1.12 to 3-1-12. Interior(1) 3-1-12 to 16.10.12 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reaaions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) Plovlda adequate drainage to prevent water ponding, 4) This truss has been designed for a. 10,0 psr bollom chord live load nonconcurrent with any other live toad& This been chord in all arsa designed a ectanglel3.6-0 taoad of b0.0 by 2' he bottomt wide will fn between the bottom chord and arty other members. Ud 240 180 n/a 3x4II 2¢4 Al 127 3 PLATES GRIP MT20 220/195 Weight: Weight: 87 Ib FT = 20% pF ESSID��� �w JIG NG DO- C ACC 66-20 EXP 06/30/20 F CAO' January 10, 2019 TRUSS 1133 Roof Special s Ply ��3�'11 2 T 77 9 f42 12]•10.13 4B !] S 166-0 01240 - { 3x4 = _ 0-3-6 Sc le=1:28,3 � 20 025 Ll2 2X4 11 3x4 = 21 3 21 3 .. 22 11� 2x4 = 143x4 = '0.6-8 Aife- bffsets13 D 2•p n, �w� -- LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 endo rrxron,r;rroion,e LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF N0.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-12 cc purlins, except end verticals. Except: 10-0-0 ac bracing: 10.11 SOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1HITek recanmends that SEabllizera end r0q61red cross brsdn be installed during truss erection, in accordance with Slabiliter f _installayogguide. --- REACTIONS. (Ib/size) 15 = 7760-5-8 (min. 0-1-8) 9 = 731/0-5$ (min. 0-1-8) Max Horz 15 =-175(LC 8) Max Uplift 15 = -83(LC 8) 9 = -87(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-952/103, 4-5=-736/48, 5-10=-566/113 BOTCHORD 13-14=-210/601,12-13=-19411152 WEBS 14-15=-70/685,3-14=-8791130,3-13=01498, 4-13=-256/132,4-12=-5231140, 5-12=-29!664 NOTES - 1) Unbalanced roof live loads have been consldared for INs design. 2) Wind: ASCE 7.10; Vult=110mph (3 -second gust) VaW-87mph; TCDL-6.0psf: SCDL=6.0psf: h-25ft; B-45ft: L=24ft: eave=4ft; CaL 11; Exp B; Kd 1.00; enclosed; MWPRS (directional) and C -C Exteiibr(2) 0-1-12 to 3-1-12, Interior(1) 3.1.12 to 16-4-1. Extedor(2) 1644 to 16-10-12 zone; cantilever lett and right exposed ; end verticat left and right exposed;C•C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 Plale grip DOL -1.80 3) Provide adequate drainage to prevent water ponding, 4) Tt is truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other I" loads. 5)' This truss has been designed for a live lead of 20kpsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the borism chord and any olher members, 13 bx4�� 3x4 4 23 VW 12 3X4 = i CSI. DEFL.in (loc) I/deft L/d PLATES GRIP TC 0.38 Vert(LL) -0.0312-13 >999 240 MT20 220/195 BC 037 Vert(CT) .0812-13 >999 180 WB 0.20 Horz(CT) 0.01 9 n/a n/a Matrix -S Weight: 92 Ib FT = 20% 6) Provide mechanical connection (by others) of Truss to bearing plate capable of withsiandIng 100 Ib uplift at joint(s) 15, 9, 7) This truss Is designed in aocardalice wilh the 2015 Intarnatonal Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F ESS/p�, JIi,tIACC ZZppCA! C VVJ(.0 . EXP 06/30/20 7� CALIF January 10, 2019 214- 14=315= 3X5 2x4 II 5 1, a� I!f a 4z4 = `— 19 CSI. DEFL.in (loc) I/deft L/d PLATES GRIP TC 0.38 Vert(LL) -0.0312-13 >999 240 MT20 220/195 BC 037 Vert(CT) .0812-13 >999 180 WB 0.20 Horz(CT) 0.01 9 n/a n/a Matrix -S Weight: 92 Ib FT = 20% 6) Provide mechanical connection (by others) of Truss to bearing plate capable of withsiandIng 100 Ib uplift at joint(s) 15, 9, 7) This truss Is designed in aocardalice wilh the 2015 Intarnatonal Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F ESS/p�, JIi,tIACC ZZppCA! C VVJ(.0 . EXP 06/30/20 7� CALIF January 10, 2019 Job Truss Truss Type Oty y TRUSS C1 GABLE 2 1 I Job Reference (optional). 007 _ JMW TRUSS, YUMA AZ Run: 8.210 s Apr 14 2918 Pdrt, 8.210 s Apr 14 2018 MiTak Irid ustring. Inc, Thu Jan 10 09:46:45 2019 Paggee 1 ID:mCGRe46mnMO?PJkZOSyHlrznuuA-fidjAkl kOWiz2Z40fhMRUaXUunJ3gbSVT5cPkEzwmVu 3-" 10-9-2 14442 18-0-6 25-0-2 2_8-6-028-" 3-" 6-11-12 3-7-0 PP -6 6-11-12 3-5.14 [h3+13 Scale = 1:45 1 0.25F12 26 F 4x4 = 7x8 - 3x4 !1 2 3 69 4 70 5 1 ..•;�{. E'er 5T$ r• 5712 P ,T;.o'� S_jW5 $Tt9 Sia] w; �7 s�" -- _��y.� �r .... -L :,1-- ` �1 • r' _CJ�.:J...i:ii..—:. �_�p. . 28 27 26 25 24 23 22 21 20 3x6 II 19 18 _ 17 16 15 14 3x4 = 3x4 = 5x0 7.3.4 y 1.4.4-12 -- 21-6-4 _ _ — 7-3-4 -—�.T-1-8.._. 718 _ QIf89tS_(?f,_Y,)_jtB:O-4-0,0.3.0] ......._... .... JLOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Ildefl Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -S LUMBER- ' TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 DF No.2 3) Truss designed for wind loads in the plane of the truss only For WEBS 2x4 OF No.2 studs exposed to wind (normal to the face), see Standard Industry OTHERS 2x4 DF No.2 Gable End Details as applicable, or consult qualified building BRACING- designer as per ANSI/TPI 1. TOP CHORD 4) Provide adequate drainage to prevent water ponding Structural wood sheathing directly applied or 6-0-0 oc purlins, except 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. end verticals BOT CHORD 7) Gable studs spaced at 1-4-0 oc Rigid ceiling directly applied or 10-0-0 oc bracing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTak recommends that Stabilizers and required cross bracing 9)' This truss has been designed for a live load of 20.Opsf on the be installed during truss erection, in accordance with Stabilizer bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ gallallongul_de. will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing RE ACTIONS. All bearings 28-9-8. RE plate capable of withstanding 100 Ib uplift at joint(s) 28, 8, 18, 23, -Max Horz 13. 28= 134(LC 11) 11) This truss is designed in accordance with the 2015 International Max Uplift Building Code section 2306 1 and referenced standard ANSI/TPI 1. All uplift 100 Ib or less at joint(s) 28, 8, 18, 23,13 Max Grav LOAD CASE(S) All reactions 250 lb or less at joint(s) 28, 8, Standard 27, 26, 25, 24, 22, 21, 20, 19, 17, 16, 15, 14, 12, 11, 10, 9 except 18=585(LC 1), 23=555(LC 21), 13=540(LC 22) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 27-28=-218/337,26-27=-218/337,25-26=-218/337, 24-25=-218/337, 23-24=-218/337,12-13=-111/324, 11-12=-111/324, 10-11=-111/324, 9-10=-111/324, 69=-111/324 WEBS 2-28=-362/193, 2-23=-599/262, 3-23=-497/144, 3-18=452/141, 5-18=452/140, 5-13=-497/143, 613=-600/212, 6-8=-361/137 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=2911t; eave=2ft; Cat II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Comer(3) 0-1-12 to.3-1-12, Exterior(2) 3-1712 to 2877-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 30 �BxB i gyp $rai sTrl+ �j 13 12 11 10 9 8 �Bxa U4 = 28-9-8 7-3-4 PLATES GRIP MT20 220/195 Weight: 165 Ib FT = 20% JICIANGCAC C 66380 w Irl ( EXP 06f30l20 x ; k January 10, 2019 Job Truss Truss Type Qty Ply TRUSS C2 Common 4 1� _ Job Reference joptional) J ; YUMA AZ Run' 8.2 0 s Apr 14 2018 Prins: 8.210. Apr 14 2018 MITek Ir ID:mCGRe46mnMO?PJkZOSyH1 rznut A-7u65N42M9q } 3-9-6 10-9-2 14-4-12 18-0-6 25-0-2 _ _ 3-9-6 6-11-12 3-7-10 3-7-10 6-11-12 2x4 = 0.25F12 13 4x7 = 15 2 3x6 = 3x5 = 5x5 ii 3x4 = 3x4 3 16 4 17 5 ..1Rb�-. .•Yrls�r •�•• WA-, 10 9 �ex12 MTAHS--, 3x5 = 4.7 = 6 18 28-6-0_ _28-9-8 35-14 0-3'8 Scale= IA51 Camber = 318 in 7-3.4 — 14-4-12 21-64 7.3.4 7-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc)I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 10 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.67 10-11 >510 180 MT20HS 165/146 BCLL 0.0 " Rep Stress Incr YES WB 0.68 Horz(CT) 0.14 8 n/a n/a BCDL 10,0 Code IBC2015/TPI2014 Matrix -S Weight: 129 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 6) " This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide BRACING- will fit between the bottom chord and any other members TOP CHORD 7) Provide mechanical connection (by others) of truss to bearing Structural wood sheathing directly applied or 2-2-0 oc purlins, except plate capable of withstanding 100 Ib uplift atjoint(s) 12, 8.8) end verticals. This truss is designed in accordance with the 2015 International BOT CHORD Building Code section 2306.1 and referenced standard ANSI/TPI 1. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing LOAD CASE(S) be installed during truss erection, in accordance with Stabilizer Standard Installation guide. REACTIONS. (Ib/size) 12 = 1282/0-11-0 (min. 0-1-8) 8 o1282/0-5-8 (min. 0-1-8) Max Horz 12 =-134(LC 10) Max Uplift 12 = 46(LC 8) 8 = 46(LC 9) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-3604/167, 3-4o4568/196,4-50-4568/196, 5-6=-3604/168 BOT CHORD 11-12=-321/2352,10-11=-359/4487,9-10=-315/4487, B-9=-181/2352 WEBS 2-12=-2572/226, 2-11=0/1400, 3-11=-1016/173, 3-10=-173/354,5-10=-173/354,5-9=-1016/173, 6-9=0/1400,6-8=-25721225 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=451t; L=29ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 28-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4qJ1Q1AN1f' CAO ���z ESSfpN�! Cj C 66380 C EXP 06130120 CAOt January 10, 2019 2x4 = 14 3x8= truss TnffleiType .... Qty /Ply -- C2A Common 1 1 h' TRi]S'S. PUMA A2I -_ ,iah_Heietenc_e [opllona� Run.- a.27D s Apr 14 2018 Print 8.210 s Apr 14 2016 MITe If]:mCGRe48mnM07PJkZ35yH1rznuuA-MITaQ2 v 3.9-6 10-9-2 t4�4-.T2 18-0-6 25-0-2 3-g-6 t3 i1-1 .3=I-10 3 7.1t7 6-11-12 2x4 = 0,25 F12 Inc, Srale = 1:45 1 Camber = 310 m 2-4 = 14 34= 10 9212 MT20H5=, LUMBER- - - - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 OF No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends That Stabilizers and required cross brec€ng be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/slze) 12 = 1232/0-11-0 (rnln.0-1-8) 8 = 12821Me�hanical Max Horz 12 =-134(LC 10) Max Uplift 12 = -46(LC 8) 8 = 46(LC 9) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3604/167, 3-4=-4568/196,4-5=4568/196, 5-6=-3604/168 BOTCHORD 11-12=-321/2352, 10-11=-359/4487, 9-10=-315/4487, S-9= 181/2352 WEBS 2-12=-25721226, 2-1111400, 3.11-10161173, 3-10=-173/354, 5-10=-1731354,5-9=-10181173, 6-9=0/1400,6.8=-25721225 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu I1-11Omph (3 -second gust) Vasd-87mph; TCDL-&0psf; BCDL=6-Opsf. h^25tt; B=45ft; L -29 -ft; gave=414; Cal. II; Exp B; Kd 1.00; enclosed; MWFRS (dlreclional) and C -C Extenor(2) 0.1-12 to 3-1-12, Interior(;) 3-1-1210 28-7-12 zone;, cantilever left and right exposed' ; end vertical !eft and right exposed;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL- 1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless Otherwise Indicated. 5) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of20.Op6f on the bottom chord in all areas where a rectangle 3,6-0 tall by 2-0.0 wide will fit between the bottom rhord and any ocher members. 7) Refer to glyder(s) for truss TO irn$S conneCOWS, 8) Provide mechanical can neclion (by others) of truss to bearing plate capable of wilhstanding 100 Ib uplift at (atnl(s) 12, S. 9) This truss is designed in accordance with the 2015 Inlemational Building Cate section 2305.1 and referenced standard ANSNTPI 1. LOAD CASE(S) Standard 9 3x5 = a 3x6 = ---4-- 28-9-8 7.3-4 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 129 Ib FT = 20% ti R�pF ESS/ONS J�t;++/�ACCNCCG22 CAO (I* � L VVilBv EXP 06/30/20 January 10, 2019 741 14-4.124-8 7-1-8 LOADING(psf) SPACING- 2-0-0CSI. DEFL. in floc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.6710-11 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -S LUMBER- - - - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 OF No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends That Stabilizers and required cross brec€ng be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/slze) 12 = 1232/0-11-0 (rnln.0-1-8) 8 = 12821Me�hanical Max Horz 12 =-134(LC 10) Max Uplift 12 = -46(LC 8) 8 = 46(LC 9) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3604/167, 3-4=-4568/196,4-5=4568/196, 5-6=-3604/168 BOTCHORD 11-12=-321/2352, 10-11=-359/4487, 9-10=-315/4487, S-9= 181/2352 WEBS 2-12=-25721226, 2-1111400, 3.11-10161173, 3-10=-173/354, 5-10=-1731354,5-9=-10181173, 6-9=0/1400,6.8=-25721225 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu I1-11Omph (3 -second gust) Vasd-87mph; TCDL-&0psf; BCDL=6-Opsf. h^25tt; B=45ft; L -29 -ft; gave=414; Cal. II; Exp B; Kd 1.00; enclosed; MWFRS (dlreclional) and C -C Extenor(2) 0.1-12 to 3-1-12, Interior(;) 3-1-1210 28-7-12 zone;, cantilever left and right exposed' ; end vertical !eft and right exposed;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL- 1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless Otherwise Indicated. 5) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of20.Op6f on the bottom chord in all areas where a rectangle 3,6-0 tall by 2-0.0 wide will fit between the bottom rhord and any ocher members. 7) Refer to glyder(s) for truss TO irn$S conneCOWS, 8) Provide mechanical can neclion (by others) of truss to bearing plate capable of wilhstanding 100 Ib uplift at (atnl(s) 12, S. 9) This truss is designed in accordance with the 2015 Inlemational Building Cate section 2305.1 and referenced standard ANSNTPI 1. LOAD CASE(S) Standard 9 3x5 = a 3x6 = ---4-- 28-9-8 7.3-4 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 129 Ib FT = 20% ti R�pF ESS/ONS J�t;++/�ACCNCCG22 CAO (I* � L VVilBv EXP 06/30/20 January 10, 2019 Job Truss Truss Type-- _--� pry ply TRUSS C2C Common 1 1 _ i Job Reference (optional) 010 JW TRUSS, PUMA AZ Rum 8.210 s Apr 14 2018 Print: 6.210 s Apr 14 2018 MITA Industries, Inc- Thu Jan 10 09:48:48 20T9 Page 1 ID;mCGRe46mnMO4PJkZ05YH1 rzrluuA-4HJrom3chRgYgopzLpv85D9_B7G11 xAx9pg3KZzwrWr 3-9-6 , 10-9_2 14.4.12 18-0-6 25-0-2 284-0 28.9.8 3.9-6 6-11-12 3-7-10 T 3 7-10 8.1142 35-14 D;318 Smie =1:451 2x4 = 12 0,25,E 4x4 = 2 33 ��_...._ 15 4 16 5 - ----�. 6 Lo-l��---� -rte � � "� .. ....._ —�.-- :Or •� � •._ 't! �:�� � - f•• -. *tib r �-�t - �-'' 11 10 _ 9 5x6 _i 2x4 - 14 1, 7-3-4 14.4.12 21.5.4 `I 28-9-8 i 7 7.1-8 7.1-8 7-3-4 Plate Offset8_�K,Yj [10;0.4-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -S JWeight: 129 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 7) . This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide BRACING- will fit between the bottom chord and any other members TOP CHORD 8) Provide mechanical connection (by others) of truss to bearing Structural wood sheathing directly applied or 6-0-0 oc purlins, except plate capable of withstanding 100 Ib uplift atjoint(s) 12, 8, 10, 11, 9. end verticals. 9) This truss is designed in accordance with the 2015 International BOT CHORD Building Code section 2306.1 and referenced standard ANSI[TPI 1. Rigid ceiling directly applied or 10-0-0 oc bracing. Mitek recommends that Stabilizers and required cross bracing LOAD CASE(S) be installed during truss erection, in accordance with Stabilizer Standard Installation guide. REACTIONS. All bearings 28-9-8. (lb) - Max Harz 12= 134(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 12, 8, 10, 11,9 Max Grav All reactions 250 Ib or less at joint(s) except 12=279(LC 21), 8=279(LC 22), 10=694(LC 1), 11=672(LC 21), 9=672(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 11-12=-212/346, 8-9=-106/334 WEBS 2-12=-347/201, 2-11=-610/257, 3-11=-496/144, 3-10=-053/141, 5-10=-453/140, 5-9==396/143, 6-9=-610/206, 6-8=-347/144 ES51q,� NOTES -d �Rp� 1) Unbalanced roof live loads have been considered for this design. Q F 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; r J101ANG CAC TCDL=6.Opsf; BCDL=6 Opsf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. 11; rry Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Comer(3) i C 616380 x 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 28-7-12 zone; cantilever left t and right exposed ; end vertical left and right exposed;C-C for �✓X� Osi30%20 members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 10, 2019 TRUSS IC3 Common 12 1 :Jab Reference 0 K Aar 14 18 Print: 8.210 5 As7r 44 3-y g 7-4-21tl B 2 14-4-12 16-0-6 21.5.6 —B-�-S. 3 6 72 0.2s 12 x_28-6-0 Scale =1:4r = Camber=5nee 2K4 - 20 I� IN le ,0 17 .., 1L3x8= —1 2x4 I{ 2x4 a 5x4 = X61 = 3x5 = 4x4 = 0.6-8 3:9A 21-8.4 _ 0-6-8 3-2.14 33.5-14 14-3,0 4 Plate Ottsels(X,Yj--[11i0-4-O,Ed a 15:073-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.26 11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0,5910-11 >561 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 9 n/a n/a BCDL 100 Code IBC20151rPI2014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 4) This truss has been designed for a 10.0 psf bottom chord live BOT CHORD 2x4 DF No.2 *Except* load nonconcurrenl with any other live loads. B2: 2x4 DF 240OF 2.0E 5) - This truss has been designed for a live load of 20.0psf on the WEBS 2x4 DF No.2 betlom chord in all areas where a rectangle 3.6-0 tali by 2.0.0 wide BRACING- will fit between the bottom chord and any other members. TOP CHORD 6) Provide mechanical conneclion (by Others) of truss !o hearing Structural wood sheathing directly applied or 2-2-0 oc purlins, except plate capable of withstanding 160 b upltft at joint(s) 9, 15. end verticals. 7) This truss is designed in accordance with the 2015 International BOT CHORD Building Code section 2306.1 and referenced standard ANSf/TPI 1. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,15-16. Ml aic recommends [hat SlabiI zers and required crossdnadng I LOAD CASE(S) be installed during truss erection, in accordanN with Stabilizer Standard Inatalladon.. guide REACTIONS. (Ib/size) 9 = 1243/0-5-8 (min. 0-1-8) 15 = 1327/0-5-8 (min. 0-1-8) Max Horz 15 = 134(LC 11) Max Uplift 9 = -43(LC 9) 15 = -39(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-3133/135, 4-5=-4290/222, 5-6=-0290/222, 6-7=-3452/184 BOTCHORD 12-13=-187/1773,11-12=291/4119, 10-11=-271/4271,9-10=-165/2271 WEBS 3-13=-584/94.3-12=-9/1509, 4-12=-1133/157, 4-11=-82/428, 6-11=-219/292, 6-10=-943/156, 7-10=0/1320, 7-9=2483/208, 3-15=-1897/241, 13-15=-190/1887 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu11-11Omph (3 -second gust) Vasd=67mph; TCDL-6.0psf; BCDL=6.0psf: h=25R; B-45fl; L=M; eave=4t Cat. ii; Exp B; ISd 1.00; enclosed: MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1.12, Irnerior(1) 3.1-12.to 28-7-12 zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions Shawn: Lumber DOL -1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 28-9-8 7.3.4 PLATES GRIP MT20 220/195 Weight: 136 Ib FT = 20% ,�� JtIAItiG CAS �, C 6638n EXP 06130%20 January 10, 2019 job - - --- Truss TRUSS C3A JM1V TRUSS, YUMA AZ 3 9 B 74-2 ---F-- 34-12 3x4 = 1P - 2x4 010 .-. 2 21, 3 1h `T:yh .--iw i 1817 81 I4 13 2x4 I 2%4 r. 4.6 -- Truss Type oly I Ply Common 4 I Job ftrerence Opt -10081) 012 faun: 6210 s Apt 14 2018 Print: 8.210 s Apr 14 2016 k1liTek Industrles. Inc. Thu Jan 10 09;48:50201n Pag�ev 1 10:mCGRe46mnMO?PJKZDSyHIrtnuuA-0rfRcDii5tD2wG3KzLSExc8erECog5V)xEdMPS Mi, 10-9-2 - 14-4-12 18-0-0. a1.5•S 259-2 .- .i_ 2"_0 _ 2"-8 - 3 5 t7 3 7-1D 9-7-10 3 5 D 3.-6.12 3.5-14 t'1 8 Scale= 1'4,., 4 Camber = 5116 in 025 12 R4 4 _--tt - 12. 34 4A 22 5 2.4- 20 3x4 = 4x6 ?8 6 7 24 p _ i r .•1Ar •-tVa- 111/% .yNts- 10 s 3%5 = 4x4 = FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4-3133/135,4-5=4290/222. 5-6=+12901222, 6-7=-34521184 BOTCHORD 12-13=-187/1773,11-12=-291/4119, 10-11=-27114271,9.10=-165x/2271 WEBS 3-13=-584194.3-12=-9/1509.4-12=-1133/157, 4-11=-82/428;6-11=-219!292, 6-10=-9431156. 7-10=011320, 7-9=24831208. 3-15=-18&7!241; 13-15=-190/1887 NOTES - 1) VnbahanoW root live kmds have been considered for this design. 2) Wind: ASCE 7-19: Vulh11 GrnPh (3-9SCand gust) Vasd=87rrlph: TCDf_=6.0psf; 9CDL 6,0psf: h=25ft 6=4511; L=2911-1 eavea411; Cal- Il; Exp B: Kd 1.00; enclosed: MWFRS (dprWlonaI) and C -C Exterior(2) 0.1-12 to 3 1-12, Interior(l) 3-1-12 la 28-7.12 zone; cantilever len and r%ht exposed : and vertical left and right exposed;GC for members and forces a MWFRS for reactions shown: Lumber DOL- 1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ry ESS/6.1 �x XIANG CA0 r� r . EXP 06130120 ` ILkII-4-619"NA A I January 10, 2019 -28-" 3,5-1d. _...... -... _ - Plate ONeets dC Yl` f1 t;OA 01EdSe 18:0 2 0 a _- ---- - - - - PLATES GRIP LOADING(psf) SPACING- 2-0-0 CSI. TC 0.79 DEFL. n (locj Udefl 40 Vert(LLj -0.26 11 >999 240 MT20 2201195 TOLL 20.0 Plate Grip DOL 1.25 Lumber DOL 1.25 BC 0.84 Vert(CT) -0,59 10-11 >.561 180 TCDL 15.0 Rep BCLL 0.0 ' Rep &tress Incr YES WB 0.65 Horz(CT) 0.06 9 n/a r1la Weight: 136 Ib FT = 20%r• BCDL 10.0 Code iBC2015/TP12014 Mat:1x-S !. - LUMBER - TOP CHORD 2x4 DF No.2 4) This truss leas been designed for a 1 D.0 pst boltom chord live BOT CHORD 2x4 DF No.2 `Except` load 1lonconcufrenl wah any olh(jrleve 03ds- B2: 20 DF 2400E 2.0E DF No.2 5) ' This truss has boon designed for a hive load of 20.0psf on the where a rectangle 3.6.0 tall by 2.0.0 wide WEBS 2x4 BRACING- bottom chord In all areas w111 fit between the bottom Chord and any other members. TOP CHORD 61 Refer to girders) fix truss to Russ connectlans. Structural wood sheathing directly applied or 2-2-0 oc purlins, except 7} provide mechanical connedlon (by others) of truss to bl?@d g end verticals. plate capable of wilhstanding 100 hb 110111 at 101111(s) 9. 15. B.OT CHORD 8) This truss is designed in accordance with the 2015 Interrlatronal Rigid coning dkeclly applied or 10.0.0 oa bracing, Excepl: Building Code section 2306.1 and referenced standard ANSI/TPI 1, 6-0.0 oc bracing: 13-1.4,15-16. MTek recommends that Stabilizers and rctluned cross bracing be instatled during [Hiss erection, in aocordance wild Stabliizer LOAD CASE(S) in5taUwio11gu1de. Standard REACTIONS. (Ib/size) 9 = 1243/Mechanical 15 = 1327/0-5-8 (min. 0-1-8) Max Hort 15 = 134(LC 11) Max Uplift 9 = -43(LC 9) 15 = -39(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4-3133/135,4-5=4290/222. 5-6=+12901222, 6-7=-34521184 BOTCHORD 12-13=-187/1773,11-12=-291/4119, 10-11=-27114271,9.10=-165x/2271 WEBS 3-13=-584194.3-12=-9/1509.4-12=-1133/157, 4-11=-82/428;6-11=-219!292, 6-10=-9431156. 7-10=011320, 7-9=24831208. 3-15=-18&7!241; 13-15=-190/1887 NOTES - 1) VnbahanoW root live kmds have been considered for this design. 2) Wind: ASCE 7-19: Vulh11 GrnPh (3-9SCand gust) Vasd=87rrlph: TCDf_=6.0psf; 9CDL 6,0psf: h=25ft 6=4511; L=2911-1 eavea411; Cal- Il; Exp B: Kd 1.00; enclosed: MWFRS (dprWlonaI) and C -C Exterior(2) 0.1-12 to 3 1-12, Interior(l) 3-1-12 la 28-7.12 zone; cantilever len and r%ht exposed : and vertical left and right exposed;GC for members and forces a MWFRS for reactions shown: Lumber DOL- 1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ry ESS/6.1 �x XIANG CA0 r� r . EXP 06130120 ` ILkII-4-619"NA A I January 10, 2019 .......... __..... _... -truss Type Jab !T4 russ I TRUSS Common JMW TRUSS. YUMA Az f� 3.9.6 1 54.9-2 44-A•!2 3-" ...._.-942 3 5 4 3 7=1t1 Qty Ply �3 1 013 Jou (tefererxe (opil4nai) . Run: 8.210 s Apr 14 2018 Prim, 8.2=0 s Apr 14 201 B rJliTek Industries, Inc. Thu Jan 10 08:4$:57 2019 Page 1 ID:rnCGRe48mnMQ?PJkZOSyH 1 rznQuA-Ur_RnSV-M27hUYY0xSrjm?yCAKEABO5n3jxuzwmVo 18-D-6 21.5-6 25.0.2 _ ... 28.6-0 289-8 3-7-10 3 5 0 3-6.12 3.5.14 0-3-8 $ ];e=14FA C -b. = a" 1. 2x4 - 20 3x4 0.25712 4X19 -.-- 3X4 4xF 3X4'- o g 23 6 7 24 R 2.4 1 4x10-- 4 .. __ - r1 _ ..._-.._..._... •-.tel 'Al .V17' �wlS . - 'ti r ...... ��,. - ,�." w1P .•1M1Yr VM _ Y,7. �k•� c 10 -- s1 18 17 14 13 12 00 3.5 = 4.4- 2x4 x4-2x4 I 2.4 rl 4.5 3x11-- 0.6.8 3-2-14 Plate C}if (]C Y 11:0-4-0 F� 15:0 2 SI,E e - - - - �� lidefl Lid - S GRIP LOADENG(psf) �' SPACING- 2-0-0 DEFL. in (10c) 0.79 Vert(LL) -0,26 11 >999 240 TBC MT20 TCLL 20.0 Plate Grip DOL 1.25 0.84 Vert(CT) -0>910-11 >5G7 180 TCDL 15,0 1 Lumber DOL 1.25 ' Rep Stress Incr YES 0.65 Harz(CT) O,OG 9 n/a n/a Weigh: 136 Ib FT = 20% BOLL 0.0 BCDL 10.0 Code ll3C20151TP12014 Matrix -S _- - -' LUMBER - TOP CHORD 2x413F No.2 4) This trues has been designed [ora 14.0 gsf bottom Chard Irv6 BOT CHORD 2x4 DF No.2 "Except` load nonraneurrent wlih a11y other live loads. • designed for a live load of 20.Opsf on the B2: 2x4 DF 24ODF 2.OE WEBS 2x4 DF No.2 5) TNs truss has-been bottom chard in all areas where a rectangle 3.6-0 tall by 2.0.0 wide BRACING- y4ll fit between the bottom rAn and ally other members. TOP CHORD sheathing directly applied or 2-2-0 oc purlins, except 6) Refer to girdar(s) tett trwss to truss Wnnacllons. 7) Provide mechanical canneetlon (by others) of truss k7 bearing Structural wood verticals. plate capabie of withstanding 1DO Ib uplift at )olnt(s) 9, 45. end BOT CHORD 8) This truss is designed in accordance with the 20151nternallonal referenced standard.ANStITPI I- Rigid ceiling directly applied or 10-0-0 oc bracing, Except: Rullding Cade section 2306,1 and 6-0-0 oc bracing: 13-14,15-16. ` NhTek reMnmends that Stabilizers and required arOss braGrlr be installed during truss erection, in accordance with Swblirzer LOADC 11 instaga[lon guide_ dSE(S) REACTIONS. (Ibisize) 9 _ 1243IM6chanical 15 = 132710.5-8 (min. 0-1-8) Max Horz 15 = 134(LC 11) Max Uplift 9 _ -43(LC 9) 15 = -39(LC 8) FORCES. (Ib) Max. Comp.IMax. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 3-4=23133/135.4-5=4290/222, 5-6=42901222, 6-7=-3452/184 BOF CHARD 12-13=-187!1773, 11-12=-29114119, 1 S VV•Y 10-11=-271!4271,9-10=-16512271 WEBS 3-13=3841$4,3.12=•9/1569,d-12=-1133/157. r CIA v 4-1 1=8 2142 8, 6-11=-219!292, 8.1 0=-9431 1 5 8, r 7-10=Of1320,7.9=24831208, 3-1518971241: `� C 66" 8" 13-15=-19011887 r NOTE$• �r EXP 06/30%20 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=t I Omph (3 -second gust) Vasd=87mph: TCDL-6.Ops€: BCDL=6.Opsi: ha251t; 8x45tt: L -2N: cave=4111: Cal. II; Exp $: Kd I.uo; enck%ed; MWFRS (directlonal) and C -C Exterior(2) [ 0.1-12 to 3-1.12. Intem(1) 3.1-12 to 28.7-12 Zane; aamilever left and, right exposed; end vertical left and right exposad;C C for members and forces & MWF IRS for reactions shown: Lumber DOL=1.6D plate grip DOL=1.60 January 10, 2019 3) Provide adequate drainage to prevent water ponding. �Ob truss Truss Type of . Y Illy C6 Common 1 YUNIA AZ ce (a 014 10-9-2 Nn:8.216 5 AP 1d2018PnFjt-�b8b2K10efs0W lD:mCGR`a46rnnM0?FJkZ0SYkl r7nu Apr 14 =net) MjT0 Indukras, Inc. Thu,larl 10 09M-52 201b page UA-y2YM&767igA _�-9-6_,— . 3-9-6 __14-4-12 .0.6 _Ie7kaf-4G3KaEcW 25-0-2 VZd3X4R<)GTKzwrhV 3 7-10 $-7.10 28.6.0 3.161'451 W 02 I, 1213 I 2A 5,.5 N 14 15 2 3 16 4 17 7 If, Aro: J, 4 • 7:0% 12 1i, 3X5 US —14-4-112 44— - P. - 21 '"'P� 289.9 LOADING(psf) SPACING- 2-0-0 3�p SPACING- P C' A NG- 0 -0 C CS1 7- .34. I 0 Plate TCLL 20.0 Plate Grip DOL 1,25 GripDOL 5 TCDL 15.0 Lumber DOL DEFL, (10c) I/defl Ltd TC ".82 TC' 0.82 Vert(LL) -0. 2 30 10 1999 240 PLATES GRIP 1.25 BCLL 0.0 Rep Stress Incr YES I BCDL 10.0 BC �1.88 Vert(CT) -o.67 10-11 -510 180 WB O�.68 Horz(CT) 0.14 MT20 2201195 MT20HS 165'146 Code IBC2011551TPI2014 8 n1a n/a M Matrix-S LUMBER- Weight: 129 It, FT 20% TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 ThIS truss has been designed for a live load of 20. OXf on It. WEBS 2x4 DF No.2 BRACING. t0tom chord in 411 areas where a rectangle 3.6-0 tall by 2-0-() wide Will fit between the boltoMChord and any other members. TOP CI& IORD 7) Provide mechanical con nectk" (by others) of truss 10 bearing Structural V'Mod sheathing directly applied or 2-2-0 oc purlins, except end vedJr.,irs, (a) 12, 8. Plala,�;apablo of withstanding 100 lb. uplift at the 8) Tills Ifuss �s designed in accordanmwgh the 2015)ntarnallonal BOT CHORD 8ulldIlIg Code Section 2aae.1 and iWerenced standard AN()',YTPi Rigid ceffing directly applied Dr 10.0,0 oc bracing. i, Milek recummelicls tha-I Stabilizers and requilid-&o: bMU(:'; I be Installed during trussereolion. In acoordancavAlm LOAD CASE(S) ;.Installation guide- Standard REACTIONS. (lbigize) 12 = 128210.11-0 (mlri,o-i-8) 8 = 12SMS-8 (mfn. 0-1-8)' Max Horz 12 = -134(LC 10) Max Uplift 12 -46(1-C 8) 8 = -46(LC 9) FORCES. (lb) Max COmp-lMax. Ten,-- All forces 250 (11c) or less except when shown. TOP CHORD 2-3=-36041167. 3-4=-4568.,1196, 4-5=-4568/196, 5-6=-3604/168 BOTCHORD 11-12--32112352, 10-11=-359/4487.9-10=-31514487, 8-9=-18112362 WEBS 2-12=-25721226, 2-11 --WI 400. 3-11x-10181173, 3-10=-1731354, 5-10=1731364. 5-4-10161173i 6-9=011400.8 8=-25721225 OFES.3/0 NOTES- 1) Unbalanced Tvl root live I Dads have been considered for this design. 2) Wind: ASCE 7-10; Vill(- i I Dmpb (3-second gust) Vasd-87mpfi: TGDIL-6.0pst, JUANG aA-0 41 BCDC-6-opsf, h-25R; B=451t. L-211fl; eava=Q[; Cat. it. UP R; Kd 1.00; encWad; MWFRS (directional) and C-C ExTenon(2) yC 663801 ZZ 0.1-12 to 3.1-12, Interior(j) 3.1-12 to 28-7-12 Zone: cantilever left and right exposed ; end vertical left t w rrk and right expasod:C-C for MoMbers and forces & MWIPRS for reacW8 shown; Lumber DOL=1,60 EXP 06130/20 grip DOI-= 1 kv plate 3) Provide adequate drainage 10 prevent waler pending, 43 All plates are MT20 Plates UnIOSS 0010%vise ind rcaled- 5JI This lwu has been designed for a 10.0 PSI bottom Chard live load nonconcurrell wit4 any other live loads. January 10, 2019 I uss truss Type Qty .ply . TRUSS Cil Diagonal Hip Girder 1 1 . JJ-Reference(opuf dfY1V ^Run; 82108 Api 1d 2078 Print 8310 s pp,e�r 14 201. ID:SWZ$eVTb 7zLWERfsAglyNE6K-QE9 i 3-10-4 .C-? 8-0-13 _ 3'10-4 i 3-70.71 9 8-4-5 0-3.8 3x9 = 20 il LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 15.0 Lumber DOL 1.25 I BC 0.38 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 BCDL 10.0 Code IBC2015/TP12014 Matrix -P rLm Scale = 1.19 9 5-7-7 TOP CHORD 2x4 DF No.2 _1-s-3 9) Hanger(s) or other connection device(s) shall be provided WEBS 2x4 DF No.2 a -a -t4 DEFL. in (toe) I/defl Ud PLATES GRIP Vert(LL) -0.06 5-6 >908 240 MT20 220/195 Vert(CT) -0.06 5-6 >844 180 Horz(CT) 0.00 3 n/a n/a LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF N0,2 9) Hanger(s) or other connection device(s) shall be provided WEBS 2x4 DF No.2 sufGdenl to support Concenlrated load(s) 112 Ib down and 121 Ib up BRACING- at 5-7-7, and 202 Ib down and 220 lb up at 5.7-7 on bottom chord. TOP CHORD The design/selection of such connection device(s) Is the Structural wood sheathing directly applied or 6-0-0 oc purlins, except res iLOADothers. end veritOR In the CASE(S) section, loads applied to the face of the BOT CHORD truss are noted as front F or back 8 , () { ) Rigid ceiling directly applied or 6-0-0 oc bracing. I MTek recommends that Stabilizers and required cross bractng LOAD CASE(S) be installed during truss erection, in accordance with Stabilizer Standard Ins3allallan gu6da.. 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate REACTIONS. All bearings Mechanical except Qt=length) 7=0-7-12, Inoraase=1.25 Uniform Loads (plf) 6=0.7.12. (Ib) - Max Horz Vert: 1-3=-70, 4-8=-20 7=-99(LC 30) Concentrated Loads (lb) Max Uplift Vert: 10=22(F=-17, B=40) All uplift 100 Ib orless atjoint(s) 3, 4 except 7=460(LC 28), 6-.847(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 3, 4 except 7=514(LC 14), 6=823(LC 30) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-7=-325/318, 2-6=-385/283 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=110mph (3 -second gust) Vasd=87nnph; TCDL=6.0psf; BCDL=6-Opsf; h=25ft; B=45ft: L=2411: save=oft; Cat, 11; Exp B; Kd 1.00; enclosed; MWFRS (directionai); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL- 1,60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 paf bottom chord live load nonconcurent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will III l between the bottom chord and any olher members. 6) Refer lq glyder(s) for truss 10 truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift aijoint(s) 3,4 except dt=1b) 7-460,6=647. 8) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. Weight: 40 Ib FT = 20% JUANG CRO C 6638v 1711 EXP 06/30/20 -:b January 10, 2019 Job 1 ruf TRUSS CJ2 JMW TRUSS, YUMA AZ LUMBER - TOP CHORD 2x4 DF No 2 BOT CHORD 2x4 DF No.2 Truss Type Roof Special WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MlTek recommends that Slablllzers and repaired cross bracing be installed during truss erection, in accordance with Stabilizer IrsWla ion guide. .. -.. ............. _... REACTIONS. (Ib/size) 4 140/Mechanical 3 = 140/0-7-0 (min. 0-1-8) LOADING( SPACING- 2-0-0 TCLL or 20.0 4 = Plate Grip DOL 1.25 TCDL 15.0 BC 009 Lumber DOL 1.25 BCLL 0.0 " Horz(CT) Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2x4 DF No 2 BOT CHORD 2x4 DF No.2 Truss Type Roof Special WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MlTek recommends that Slablllzers and repaired cross bracing be installed during truss erection, in accordance with Stabilizer IrsWla ion guide. .. -.. ............. _... REACTIONS. (Ib/size) 4 140/Mechanical 3 = 140/0-7-0 (min. 0-1-8) Max Horz 4 = -93(LC 8) Max Uplift in (loc) 4 = -58(LC 8) 3 -57(LC 9) Max Grav BC 009 4 159(LC 18) 3 _ 160(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuft=11Omph (3 -second gust) V13sd=B7mph; TCDL-6.0psf; BCDL=6.Opsf; h-254; B=45111 L=24ft; eave=aft; Cat. 11; Exp B; Kd 1,00; enclosed; MWFRS (directional) and C -C Exterfor(2) zone; cantilever lett and right exposed ; e«d vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL- 1.60 2) Provide adequate drainage to prevent water ponding. 3) This Truss has been designed for a 10.0 pst bottom chord live load nanconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to gird ar(s) tar truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at ON(s) 4, 3- 7) This truss is designed In accordance wilh the 2015 lnterrlatianal Bullding Code section 2306.1 and referenced standard ANS IITP1 1. LOAD CASE(S) Standard 3-1-1 544-15 344 a$ 74 20iB lvtiTek Industries. IRc_ Thu Jan 10 a L/d PLATES GRIP 240 MT20 220/195 180 n/a Weight: 19 Ib FT = 20% 016 9:46:54 2019 Pape t ;hegYtHNYDzwmVl wale=1:177 .�'i7i ESS/p� A01AN~ CAO Fc71 th C 66380 EXP 06/30/20 CAL�F� January 10, 2019 3-4-115 -- 3-4-15 3:-15 CSI. DEFL. in (loc) I/deft TC 0.11 Vert(LL) -0.00 3-4 >999 BC 009 Vert(CT) -0 01 3-4 >999 WB 0.03 Horz(CT) 0.00 3 n/a Matrix -P 74 20iB lvtiTek Industries. IRc_ Thu Jan 10 a L/d PLATES GRIP 240 MT20 220/195 180 n/a Weight: 19 Ib FT = 20% 016 9:46:54 2019 Pape t ;hegYtHNYDzwmVl wale=1:177 .�'i7i ESS/p� A01AN~ CAO Fc71 th C 66380 EXP 06/30/20 CAL�F� January 10, 2019 Truss TRUSS I CJ3 I Jack -Open Girder 6 4 2 g 11 1 63 8 2�4 5 1-10.3 3x9 = 2-0-7 2-4.52.9-10, 5.2.15 5.7 7 2-0-7 G-3.140-5-5 2-5-5 0"1-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 BC 0.51 Vert(LL) 0.11 6-7 >601 240 Vert(CT) -0 13 6-7 >520 180 TCDL 15.0 BCLL 0.0 " Lumber DOL 1.25 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 6 nla n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P flight exposed ; end verlical left and right exposed; Lumber DOL=1.60 LUMBER - TOP CHORD 2x4 OF No -2 8) Hangef(s) or other connection device(s) shall be provided BOT CHORD 2x4 DF No.2 sufficient to support concentrated load(s) 115 Ib down and 117 11b up WEBS 2x4 DF No.2 at 5.7.7, and 116 Ib down and 120 to up at 5-7-7 on bottom chord. BRACING- The design/selaction of such connection devrca(s) Is the TOP CHORD responsibility of others. Structural wood sheathing directly applied or 6-0-0 oc purlins, except 9) In the LOAD CASE(S) section, loads applied to the face of the end verticals. truss are noted as front (F) or back (B). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7=233. 7) This truss is designed inaccardanoe with the 2015International mi7ek recommends IhaI Slabsfixers and requ fee cross bracing LOAD CASE(S) be installed during truss erection, in accordance with Stabilizer Stannard Installallon golds._--_ 1) Dc -ad + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 REACTIONS. (Ib/size) Uniform Loads (plf) 6 = 243/Mechanical Vert: 1-3=-70, 3-4=-30, 5-8=-20 7 = 527/0-7-12 (min. 0-1-8) Concentrated Loads (lb) 7 = 52710-7-12 (min. 0-1-6) Vert: 10=-36(F=-18, B=-18) Max Horz 7 = 114(LC 5) Max Uplift 6 =-187(LC 5) 7 =-233(LC 4) Max Grav 6 = 330(LC 25) 7 562(LC 26) 7 = 527(LC 1) 2.-89 ..10 PLATES GRIP MT20 220/195 Weight: 42 Ib FT = 20% Scale = 1-19 9 FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown WEBS 2-7=-0211130 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-5econd gust) VasdR87mph; ov ESSI Nq TCDL=6.4psf, 6CDL=6-0psf; h -251t; $=45R; L=2411; eavex4t Cat. II; Exp 8; Kd 1.00; o Tclased; MW FRS (directional): Cantilever left and �{4� 4 - 1ANCAO flight exposed ; end verlical left and right exposed; Lumber DOL=1.60 c� plate grlp DOL=1.60 2) Provide adequate drainage to prevent water ponding. i C 66330 ' `'r 3) This truss has been designed for a 10.0 psi bottom chord live load EXP 06130120 =� nonooncurrent with any other live loads. 4) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6.0 fall by 2.0.0 wide Q^ 4 will fit between the bottom chord and any other members. 5) Refer to girdef(s) for truss to truss connections. 6) Provide mechanical connection (try others) of truss to bearing plate cC capable of withstanding 100 tb uptift at joinl(s) except at -1b) 6=187, 7=233. 7) This truss is designed inaccardanoe with the 2015International January 10, 2019 Bullding Code section 2306.1 and referenced stendard ANSI/TPI 1. Job jTnlbs TRUSS D1 JMW TRU55. YVAAA p2_ - _3.4.11_ 4-8-12 ZW-1T -1-A1-.._ 3x4 = i ry 025 12 i 6x8 _i 1 2 1616 3x4 �. .....—r._�...__ _3_... 2x4 W 45 = _Bx6 _1 0-" a•ax a3�1— P!a`1eOfIs�7CY�f2 �8 4 10:0 4-0 Edge], [t 1:0.3•D.Edgel LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 8x4 OF No -2 "Except - T3: 2x4 DF 180OF 1.6E BOT CHORD 2x4 OF No -2 WEBS 2x4 OF No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verlicals- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 64)-D oc bracing: 12-13. MITek recommends that SIal3ilizer8 and mqufrod cross bracing j 1n 1be installed during truss erection, in accardance with Stabilizer Ij q[1gIfon garde. REACTIONS. (Ib/size) 8 = 125310-5-8 (min. 0.1-8) 12 = 141010.11-0 (min,0-1.8) Max Horz 12 = 207(LC 11) Max Uplift 8 = -47(LC 9) 12 = -9(LC 8) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3080/21, 3-4=-4352/161, 4-5=4352/161, 5-6=-3409/222, 6-7=-2841219 BOT CHORD 11-12--25711585,10-11=289/4172,9-10=-253/4370, 84=-183/1606 WEBS 2-11=-45M649,3-11=-1245/220.3-10=-85/432, 6-8=-20581189, 5-10=-265/291, 5-9=-10961213, 6-9=•2911913, 2-12=-2055/81 NOTES - 1) Unbalanced roof live loads have been Considered for this design - 21 Wind; ASCE 7.10; Vult-11Omph (3 -second gust) Vasd-87mph; TCDL=B,opsf; 8CDLx8.Opsf: h=25ft; 8=451`1; L -29t1; eave=4n; Cat. II; Exp B; ifd 1,00; enclosed; MWFRS (directionat) and C -C Exterior(2) 0.1-12 to 3-4.10, 1nleri011) 3-410 to 28-11-4 zone; cantilever left and right exposed : and vertical left and right expGsad;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6D plate grip DOL=1-60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load L400nff. ,n g An44enZny other live loads. ....dobtiefererlce.{pptione!)_„.•- 70 sqp r 1�01R Print 8 210 s Apr 14 20i6 Ml rek induclnes, Inc Thu an 16-00 ;48:$8 rootTVSdpugOnFQVPU2O2019 P Z8e VTb_7zL W E R fsAgryN E6 K- QvVF$lasgv W27?3rnUC62Y I&4-0 21-H-0 26-9-2 28-9x8 29.1.0. 3-9-8 3,1 0 .... — &1.2 i” 0:31a Stale = 1:45 6 Cemb- = 318 in 46 = 18 41B 3x4 - 3x8- 20 21 7 ti` 10 9 4x5 = . _ 21.1112 3x5 2c.10 �-is �-i CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.88 Vert(LL) -0.26 10 >999 240 MT20 220/195 BC 0,96 Vert(CT) -0.61 9-10 >544 180 WB 0.36 Horz(CT) 0.12 8 n/a n/a Matrix -S` - - -1 Weight: 134 Ib FT = 20% 5) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle X6-0 (all by 2.0.0 wide will fit between the bottom chord and any other members. Standard 6) Provide mechanical connection (by others) of truss to bearing Vert: 14=16, 4-21=16, 7-21=21, 12-13=21, 8-12=-12 plate capable of withstanding 100 ib uplift at Jainl(s) 8, 12. Horz: 1-13=-27,1-14=-41, 1-4=-28,4-21=28,7-21=33,7-8=-15, 7) This truss Is designed In accordance with the 2015 international 7-15=48 Bullding Code section 2306.1 and referenced standard ANSIITPi 1, Concentrated Loads (lb) 8) Load tase(s) 1, 2, 3, 4, S. 6, 7, 8, 9, 10, 11, 12, 13, 14, 154 18, t7, Vert: 17=-72(F) 18, 19, 20, 21, 22, 23, 24 has/have been modified, Building das6ner 6) Dead + 0.6 C -C Wind (Neg. Internal) Case 1: Lumber must review loads to verify that they are correct for the intended use Increase=1.60, Plate Increase=1.60 Of this truss. Uniform Loads (pig 9) Hanger(s) or other connection device(s) shall be provided Vett 1-4=-40,4-7-40,12-13=-15.8-12--20 euffIdent to support concenlrarad load(5) 72 (b down at 4-8-12 on Horz: 1-13=17, 1-14=27, 1-4.10, 4.7-10. 7.8x.-24, 7.15=41 top chord- The deslgnlsateclton of such connection device(s) is the Concentrated Loads (lb) responsibility of others. Vert 17-72(F ) 10) In the LOAD CASE(S) section, loads applied to the face of the 7) Dead + 0.6 C -C Wind (Neg. internal) Case 2: Lumber truss are noted as front (F) or back (B). Inrrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.4=40 4-7=40 12-13=-15 8-12=-20 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIg Vert: 14=40,41-7=-70. 8-13=-20 Concentralad Loads tib) Vert: 17=-72{F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-7=-60, B-13=-20 Concentrated Loads (lb) Veli 17=-72(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=30, 4.7-30,8-13=-40 Concentrated Loads (Ib) Vert: 17=-72(F) 4) Dead + 0.6 C -C Wind (Poo, Internal) Case 1: Lumber Increase=11-60, Plate Increase=1.80 Uniform Loads (pf4 Vert: 1-2=21, 2-4-16,4-7=16, 12-13x21, 8-12=-12 Horz: 1-13=15, 1-14=48, 1-2tr-33, 24=,28, 4-7=28, 7-8-27, 7-15=,41 Concenlrated Loads (lb) Vert: 17G72(F) 5) Dead + 0.8 C -C Wind (Pos. Internal) Case 2: Lumber Incre9se-1.60, Plate Increase=1.60 Uniform Loads (plg Hon• 1-13=24.1-14=41. 1-4=10,4-7-10, 7-8=17, 7-15=-27 Concentrated Loads (Ib) Vert: 17L72(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber lncrease=1.60, Plate Increase=1.60 Uniform Loads (off) Ven: 1-18+174 4-18=8, 4-20=8. 7-20=6, 12-13=5, 8-12=-12 Horz: 1-13=12, 1-14=37, 1-18=-29, 4.18=-20, 4-20=20, 7-20=18, 7.8=15, 7-15=25 Concentrated Loads (lb) Vert: 17=-72(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, P Uniform Loa Vorz: 8= 1 1 13=-12 Horz: 1- 1 25, 1-166 ,�1 04 4-19=20, 7-19=29, 7.8=-1 Vert: 10) Dea Vert: 17 11) Dead + Increase Uniform Vert: 1-4 Harz: I - as JANG CAO BO, PP atMWFRCWn�a5e--i i60 ))� 1 g Lumber 1rn nnCre�r31.Y �2 20- ,1-14=37 7-15=25 ds ei Right: Lumber 6' 14d8nriafy-1 V'. -e@ 5=-38 Jab TRUSS JMW TRUSS, YUMAAZ Truss Truss Type D1 Common LOAD CASE(S) Standard Concentrated Loads (lb) Vert 17=-72(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1sl Parallel: Lumber Increase' 1 .60. Plate Increase=1-60 Uniform Loads (pill Vert: 1-4=12,4.7=12 12-13=5, 8-12=-12 Horz: 1-13=-19. 1.14=.25, 1A=-24.4-7=24,7-8=19, 7-15=25 Concentrated Loads (Ib) Vert: 17--72(F) 13) Dead +0.6 MWFRS Wind (Pos. InlemaI) 2nd Parallel: Lumber Increase -1.60, plate Increase=l.60 Uniform Loads (pin Vert: 1-4=3.4.7=3.8-13=A2 Harz; 1-13=-19, 1-14a-25, 1.4=-15, 4-7=15, 7.8=19, 7-15=25 Concentrated Loads (tb) Vert- 17=72(F) 14) Dead +0,8 MWFRS Wind (Neg. Intemal) 1st Parallel; Lumber Increase = 1 .60, Plate Increase= 1.80 Uniform Loads (pin Vert- 1-4=-31, 4-7=-31, 12-13=-3, 8.12=-20 Hort: 1-13=-10, 1-14=-25, 1.4=1, 4-7=-1, 7-8=10, 7-15=25 Concentrated Leads (fb) Vert: 17=72(F) 15) Dead + 0,6MWFIRS Wind (Neg. Intomal) 2nd Parallel: Lumber Increase=1.80, Plate Increase=1.60 Uniform Loads (pff) Wert: 14=-31,4-7=314 8.13Q-20 Horz: 1-13=-10, 1-14-25,1-4=1. 4-7=-1, 7.8=10, 7-15=25 Concentrated Loads (Ib) Verl: 17=-72(F) 18) Dead: Lumber Increase=0.90, Plata Increase--(). 90 PH, metal -0.90 Unirarm Loads (pin Vsrl- 1-4=30. 4.7=-30.8.13=-20 Concentrated Loads (fb) Ven: 17--72(F) 17) Dead + 0.75 Roof Lrva Mal.) + 0.75(O.e MWFRS Wind (Neg. Inl) Lett): Lumber Incraase=1.80, Plate Increase=1.60 Uniform Loads (plr) Vertu 1.4=-$1, 4-7=81, 12.13=-7, 8-12=20 Hort: 1-13=18, 1-i4=28, 1-4=1, 4-7=-1.7-8=5, 7.15=18 Concentrated Loads (tb) Vert: 17=-72(F) 18) Bead + 0.75 Root Live (bal.) + 0,75(0.6 MWFRS Wind (Neg. fol) Righf): Lumber Increase=1.80. Plate Increase=1.60 Uniform Loads (plf) Vert; 1-4=61, 4-7=-61, 8-13=-20 Holz: 1-13=-5, i-14=-19, IA -11 4-7=-1, 7-8---16,7-15=29 Concentrated Loads (Ib) Vert: 17=72(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) isl Parallel): Lumber fncmase=1.60, Plate Increase -1.60 Uniform Loads (plf) Vert: IA= -81, 4.7=-B1, 12-13=-7, 8.12=-20 Iforz: 1-13--8, 1-14=-19, 1-4=1, 4-7=-1, 7-8=8, 7.15=19 Concentrated Loads (lb) Verl: 17=72(F) 24) Dead + 0.75 Roof Live (bal.) + 0,75(0.6 MWFRS Wind (Neg. Int) 2nd Pam Hal); Lumber Increase = 1. 60. Plate increase= 1,60 Uniform Loads (pin Veli: 1.4=.61, 4-7=-61, 8-13=-20 liarZ:1-13=-8, 1.14=-19, 1-4-114-7-1, 7.6 8, 7-15=19 Concentrated Loads (Ib) Vert: 17=-72(F) 21)1st Dead + Roof Live (unbaWnced)' Lumber Increase =1.25. Plate Increase=1.25 Uniform Loads (pIQ Vert: 1.4=70, 4-7-30.6-13=-20 Concentrated Loads (lb) Valli 17--72(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Unflorm Loads (All) Vert 1-4=.30.4-7=-70, 8-13=-20 Concentrated Loads (ib) Ven: 17=-72(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo VerL 1.4=-60, 4-7=-30, 8.13=-20 Concentrated Loads (Ib) VeM 17=-72(F) 24)4[h Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase -1.25 Uniform Loads (pff) Vert: 1.4=30.4-7--60, 8-13=-20 Concentrated Loads (lb) Vert: 117-72(F) Qly I Ply Job Refere ppnce (optional]...... 019 U4. sIO SOpSZBaoaA 5:50 2019 Page VTb_17zLWERfsAgtyNE6fS•rpatr 14 2iV9dpug0 18 OnFQVpU2oClvVF9DsgvW2743mUc6zw n JICrIANG CAC FL7 C 66,80 SM I EXP 06/30/20 . 11 i gyp. January 10, 2019 TRUSS Roof Special 020 IC. Thu Jan 1009'4'6:57 2019 Pape 1 ? Fz61 R6dCYez1 GRW 19YzwmVi 1-10-0 — •• -- - - ....--- 1-3-9I 1-0-8 --�4U0 4414 8.1-12 _ 219-0 25.94 _25H _79-1.0 22-0 2.7 �3 9�8 � 3.3-a 0-1-0 S.I. = 1:46 S Cemb. = 5/16 in 2x4 ;- 1-10-0 7 $-$ 1a9 44141 7-1�1 �7.'f8 3.1.4 TC 0.61 Vert(LL) -0.2311-12 >999 240 PlateOl3set8L;Y�--[12:00.[1-3-4j, 117-0-2-&Edgej. LOADING(psf) SPACING- 2-0-0 Horz(CT) 0.05 10 n/a n/a TCLL 20.0 Matrix -S Plate Grip DOL 1.25 Weight: 142 Ib FT = 20% TCDL 15,0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2016rrP12014 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,17-18. 10-0-0 oc bracing: 15-17, 18-20 MZek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10 = 1215/0-5-8 (min. 0-1-8) 17 = 145810-5-8 (min. 0-1-9) Max Horz 17 = 207(LC 11) Max Uplift 10 = -43(LC 9) FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-199/260, 4-5=-2651/37, 5-6=-0082/210, 6-7=11082/210, 7-8=-3266/248, 8-9=-285/219 BOT CHORD 13-14=-89/1320,12-13=-18913792. 11-12=-19414162, 10-11=-191/1559 WEBS 5-12=0/513, 8-10=-1996/190, 7-12=312/230, 7-11=-1021/191, 8-11=-0/1611,5-13=-1299/200, 4-13=-35/1512,4-14=-634/56,4-17=-1694/222, 14-17=-87/1450 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterrur(2) 0-1-12 to 3-1-12, Interiar(1) 3-1-12 to 28.11-4 zone; cantilever 1011 and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 23 4 to 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10. 7) This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down at 4-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70,20-21=-20,19-20=-20,17-18=-20, 15-16=-20, 10-15=-20 Concentrated Loads (lb) Vert: 25=-72(F) 4�0 FR�F. ESS/0' F`r JOAN S�CAC tj C 66380 LO EXP 06/30/20 P-0 January 10, 2019 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.61 Vert(LL) -0.2311-12 >999 240 MT20 220/195 BC 0.92 Vert(CT) -0.5511-12 >589 180 WB 0.38 Horz(CT) 0.05 10 n/a n/a Matrix -S Weight: 142 Ib FT = 20% 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10. 7) This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down at 4-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70,20-21=-20,19-20=-20,17-18=-20, 15-16=-20, 10-15=-20 Concentrated Loads (lb) Vert: 25=-72(F) 4�0 FR�F. ESS/0' F`r JOAN S�CAC tj C 66380 LO EXP 06/30/20 P-0 January 10, 2019 TRUSS 'D3 I GABLE `3x10 = 0-25 12 2x4 11 2%4 it 21 1 2 23 11 3x8 11 2x4 11 5x7 14 2.4 11 13 12 3x O ,, LUMBER - TOP CHORD 20 OF No.2'Excepl• T1= 2x4 OF 1800E 1.6E, T3: 2x4 DF No.1 BOT CHORD 2x4 OF No.2 WEBS 2x4 OF No.2 OTHERS 2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6.0.0 cc bracing: 11-12. Mi3ek recorn"IM0 that Stabilizers and required crosshredrlg be installed during truss erection, in adodrdance with Stabilizer ;. IrtsRailatton guide: _�; REACTIONS. (Ib/size) 9-3-12 -176413-11-8 (min.0.1-14) 2 t.f 14 6.3-i3 12 = P)atd qn ts.(K yY -.17:P-6 8 0-1-$], [2 0 -4 -0 -Edge]- (10:0-4-0,0.3-0), j110 -3-8A 3 -Ole LOADING(psf) SPACING- 2-0-0 Max Horz CSI. TCLL 20.0 Plate Grip DOL 1.25 Max Uplift TC 0.94 TCDL 15.0 Lumber DOL 1.25 8 = BC 0.77 BCLL 0.0 Rep Stress Incr NO Max Grav WB 0.68 BCDL 10.0 Code IBC2015rrP12014 8 = Matrix -S LUMBER - TOP CHORD 20 OF No.2'Excepl• T1= 2x4 OF 1800E 1.6E, T3: 2x4 DF No.1 BOT CHORD 2x4 OF No.2 WEBS 2x4 OF No.2 OTHERS 2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6.0.0 cc bracing: 11-12. Mi3ek recorn"IM0 that Stabilizers and required crosshredrlg be installed during truss erection, in adodrdance with Stabilizer ;. IrtsRailatton guide: _�; REACTIONS. (Ib/size) 14 = -176413-11-8 (min.0.1-14) 8 = 107810-5-8 (min.0-1.5) 12 = 364013-11-8 (min, 0.1-14) 13 = -89/3-11-8 (mift, 0-1-14) Max Horz 14 = 208(LC 11) Max Uplift 14 = -1764(LC 1) 8 = -43(LC 9) 13 = -92(LC 3) Max Grav 14 = 15(LC 9) 8 = 1076(LC 1) 12 = 3640(LC 1) FORCES. (lb) Max. Comp./Max. Ten- - All forces 250 (lb) or less except when shown. TOPCHORD 1-14=-1 1 311 778, 1-2=-126/3166, 2-3=-1029/29, 3-4=-30931213, 4-5=-3094/213, 5-6=-27501248, 6-7=-2817214 BOT CHORD 13-14=-297/297,12-13=-297/297,11-12=-876/189, 10-11=-234/2495,9-10=-217/3406,8-9=-19111387 WEBS 2-11-4512089,3-11=-1667/224,3-10=01798, 6-8=17771192, 5-10=-5211148,5-9-7501199, 6-9=-1011445,2-12=-27821132,1-12-36$61283 NOTES - 1) Unbalanced roof live loads have been considered for this design Continued on page 2 s Apr 16-9-0 23-i0.8 -34.0 4x4 = 4.4 = 243 43.4 25 5 OH— til 9 3.5 = DEFL. in (loc) I/deft Ud Vert(LL) -0.19 9-10 >999 240 Vert(CT) -0.44 9-10 >765 180 Horz(CT) 0.07 8 n/a n/a 2) Wind: ASCE 7.10; Vull=110mph (Isebend gust) Vasd-87mph; TCDL=e.Opsf; BCDL-6.0psf; I1=25R; 8=4511; L=314; eave=oft; Cat. II; Exp B; ltd 1.00; enclosed; MWFRS (directional) and C -C Extedor(2) 0-1-12 to 3.3.5, Inlefiog11) 3-3,5 to 31.1-12 zone; Cantilever left and right exposed ; end vertical Mt and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL -1,60 plate grip DOL=1,60 3) Truss designed for wind loads in the plane Of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End DetaiJs as applloahfe, Of consult qualified building designer as per ANS11TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4.0 cc. e) This truss has been designed for a 10.0 Xf bottom chord live Igad nonconcurrant with any other live loads. 7) ` This truss has been de5tgned for a live toad of 20.Opsf on the bottom Chord In all areas where a reclarVe 3.8-0 tail by 2.0-0 wide wHI Ift between the bottom chord and any other members. 8) Provide mechantcal connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at )olnl(s) 8, 13 except 01=lb) 14=1764. 9) This truss is designed in accordance with the 2015 Intemallonal Building Code section 2306.1 and referenced standard ANSirTP1 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 17, 12, 13. 14, 15, 16, 17.18.19.20. 21.22, 23,24 hasrhave been modified. Building designer must review loads to verify that they are =rect for the intended use of this truss. 11) This truss has large uplin reacton(s) from gravity ioad case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift feaclfons Indicated - 12) Hanger(s) or other connection devlce(s) shall be provided sufficient 10 support Concentrated load(s) 72 Ib down at 4-8-12 on tap chord The design/selection of such con neclion device(s) is the responsibility of others. 13);n the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase -1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=70, 8-14=-20 Concentrated Loads (Ib) Vert: 22--72(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 253x8 — 27 e -3-8 i PLATES GRIP MT20 220/195 I Weight: 146 Ib FT = 20% S.1 -14 "r Camber= 174 in Standard Vert: 1-4=-60, 4-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 3) Dead + UninhabitableASlic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p;f Vert: 1-4=-30,4-7=-30, 8-14=40 Concentrated Loads (lb) Vert: 22=-72(F) 4) Dead+ 0.6 C -C Wind (Pos. Internal) Case 1: Lumber Increase=1-60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=21, 4-21=16, 4-7=16,8-14=-12 Horz: 1-14=14, 1-15=48, 1-21=-33, 4-21=-28, 4-7=28, 7-8=26, 7-16=41 Concentrated Loads (lb) Vert: 22=-72(F) 5) Dead + 0.6 C -C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pli Vert 14-164 4-27=16, 7-27=21, 8-14=12 Horn 11-114=48,11-15=411, 1-4=-28,4-27=28, 7-27=33, 7-8=-14, 7-16-48 Concentrated Loads (lb) Vert: 22-.72(F) 6) Dead + 0.6 C -C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase -1.60 Uniform Loads (pf1) Vert: 1-4=40, 4-7%40--A� Horz: 1 -14:= -JA .��j�1p, 7-8=-24, 7-16=41 Vert: 22- 7) Dead nilNLe, �Inlema umber Increa r� . Pl�}fohj BEAR) yG� Unto s (pit} Vert: 4.7=-4R, Ho rx 4 4, 1-15=-41, �=1C1.4-7=--1 � 17, 7-16=-27 ve rt: pj2r,�01b6l30120 8) Dead FRS Win I r umber Increas 1. Ie I 1 Uniform V \ Vert: 1-24 - 4=-12 Horz: 1-14 1 =,21, 4-26=21, 7-26=17, 7-8=15, 7-162 Concentrated L ds (lb) Vert: 22=721F January 10, 2019 Job Truss Truss Type TRUSS D3 GABLE JMW -I1R]ff§8. PUMA AZ - LOAD CASE(S) Standard 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1 60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=5, 4-23=9.4-25=9, 7-25=16,8-14=-12 Horz: 1-14=-15, 1-15=-25,1-23=-17,4-23=-21,4-25=21, 7-25=28, 7-8=-12, 7-16=-38 Concentrated Loads (lb) Vert: 22=-72(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-7=-31, 8-14=-20 Horz: 1-14=21, 1-15=37,1-4=1, 4-7=-1, 7-8=6, 7-16=25 Concentrated Loads (lb) Vert: 22=-72(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-7=-31, 8-14=-20 Horz: 1-14=-6, 1-15=-25,14=1, 4-7=-1, 7-8=-21, 7-16=-38 Concentrated Loads (lb) Vert: 22=-72(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=12, 4-7=12, 8-14=-12 Horz: 1-14=-19, 1-15=-25, 1-4=-24, 4-7=24, 7-8=19, 7-16=25 Concentrated Loads (lb) Vert: 22=-72(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1 60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=3, 4-7=3, 8-14=-12 Horz: 1-14=-19,1-15=-25, 1-4=-15, 4-7=15, 7-8=19, 7-16=25 Concentrated Loads (lb) Vert: 22=-72(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-7=-31, 8-14=-20 Horz: 1-14=-10, 1-15=-25, 1-4=1, 4-7=-1, 7-8=10, 7-16=25 Concentrated Loads (lb) Vert: 22=-72(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-7=-31, 8-14=-20 Horz: 1-14=-10, 1-15=-25, 1-4=1, 4-7=-1, 7-8=10, 7-16=25 Concentrated Loads (lb) Vert: 22=-72(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 14=-30, 4-7=-30, 8-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 17) Dead + 0 75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-61, 8-14=-20 Horz: 1-14=16,1-15=28, 1-4=1, 4-7=-1, 7-8=5, 7-16=19 Concentrated Loads (Ib) Vert: 22=-72(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0 6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-61, 8-14=-20 Horz: 1-14=-5, 1-15=-19,1-4=1, 4-7=-1, 7-8=-16, 7-16=-29 Concentrated Loads (lb) Vert: 22=-72(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0 6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-61, 8-14=-20 Horz: 1-14=-8, 1-15=-19, 1-4=1, 4-7=-1, 7-8=8, 7-16=19 Concentrated Loads (lb) Vert: 22=-72(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-61, 8-14=-20 Horz: 1-14=-8, 1-15=-19, 1-4=1, 4-7=-1, 7-8=8, 7-16=19 Concentrated Loads (lb) Vert: 22=-72(F) 21) tat Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-30, 8-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Standard Uniform Loads (plf) Vert: 14=-30, 4-7=-70, 8-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-30, B-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 24) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 22=-72(F) 0,[jr" JUANG CRO C 66380 W M iz= EXP 06130/20 ;' L�LI� January 10, 2019 1Job Truss 'Truss Type TRUSS D3D GABLE JMW TRUSS, YUMA AZ 3x10 =� 0.25F12 I 74 X68 16 2 17 3.6 11 5x7 = Run: 12-11-8 16-9-0 r —imy T 4x4 = 44 3x4 193 4 19 ggpp 11 m Sz7 = - - 5x6 _7 1-6 0 .2-11-14 9-312 1 6 0 1-5-74 I 6 -3 -5 -- PO le -3-13Pick: 0ffselG (X.Y)--11.0.6.8.0.1 Sl, f24�1-0,) dge;. (10-0.4 0 0 0 11;0-3 LOADING(psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 15.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 " Rep Stress Incr NO WB 0.67 BCDL 10.0 Code IBC2016rrP12014 Matrix -S LUMBER - TOP CHORD 2x4 OF No.2 "Except" T1: 2x4 DF 180OF 1.6E, T3: 2x4 DF No 1 BOT CHORD 2x4 OF No.2 WEBS '2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid colkng directly applied or 6-0-0 oc bracing. MiTek recommendsihat Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Inslallatlnn guide, _ _ REACTIONS. (Ib/size) 13 = -1781/0-5-8 (min. 0-1-8) 8 = 1074/0-5-8 (min. 0-1-8) 12 = 3497/2-0-0 (min. 0-3-12) Max Horz 13 = 208(LC31) Max Uplift 13 = -1781(LC 1) 6 = -185(LC 28) 12 = -62(LC 33) Max Grav 13 = 159(LC 34) 8 = 1074(LC 1) 12 = 3497(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-262J1754,1-2=-324/3123, 2-3=-1005/322, 3-4=-30781339, 4-5=-3079/336, 5-6=-2743/453, 6-7=-0301282 BOT CHORD 12-13=-5001396,11-12=924/255,10-11=-536/2461, 9-10=-510/3395, 8-9=-41411384 WEBS 2-11=-252/2110,3-11=-16781416,3-10=-2041797, 6-8=-1774/402, 5-10=-5261369, 5-9=-746!479, 6-9=-38711441, 2-12=-2679/422, 1-12=-3622/566 NOTES - 1) Unbalanced roof live loads have been considered for this design 24-2.4 14.10.8 DEFL. in (loc) I/deft Ud Vert(LL) -0.19 9-10 >999 240 Vert(CT) -0.44 9-10 >768 180 Horz(CT) 0.07 8 n/a n/a 2) Wind: ASCE 7-10. Vult=110mph (3,secand gust] Vasd-87mph; TCDL=6.Opsf; SCDL=6.0pat; h -251t; 8=45ft; L=31ft; eave=41`1; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extedor(2) 0-1.12 to 3-3.5, Interior(1) 3-3.5 to 31.1-12 zone; cantilever left and right exposed: and vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown-. Lumbar DOL=1-60 plate gdp DOL -1.60 3) Truss deslgnad for wind loads in the plane of the truss only. For Studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSFfTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 lall by 2-0.0 wide will Rt between the bottom chord and any other members. 8) Provide mechanlcat connection (by others) of truss 10 bearing plate capable of withstanding 100 Ib uplift al joint(s) 12 except (jt=1b) 13-1781.8--185. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a total drag load of 2184 lb. Lumber DOL=(1.33) Plate gnp DOL -(1.33) Connect truss to resist drag loads along bottom chord from 0.0-0 to 31.3.8 for 69.8 pit. 11) This truss has large uplift reaction(s) from gravity load caseis). Proper connection Is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard pet} 3 MITek Industfies, Ine. Thu Jan 10 09;46:982019 Paaggee 3 WC W5p3_ejS4 Udcj2X71eQxa6oyZh 7 78pRrivrnV g _ .._.. 28-11-10 31-0-031-3.8 5-1-2 2-0:6 p-3:8 S®Ie=1A93 Comber =114 in 2x4 — 15 20 21 3x8 h s 3x5 = i 3.5 3738 PLATES GRIP MT20 220/195 Weight: 142 Ib FT = 20% �aI � ESa"", ON�� J101ANGr CAO %6 r'r) C 66380 EXP 06130120 January 10, 2019 Jon 'TRUSS Truss Type j pty p(y 15-"7-4-12 LJ �D4 Common %I1 - JMW TRUSS, YUMA qZ8.270 Plate 17tfsats [X.Y)-(1_04.9.0-2-0j. (2:0d-� EdaB1 ji010 4 0.0-3 Oj, L37:0 3 $ 0� Ol ..._ _ Job Referenceiopth.DnaD_— — — - n9d s B 14 2078 Print: 8-210 s Apr 14 2418 MiTek indus#rles• Inc- Thu Jan 10 89:47:00 2019 Page 1 ID:50p8ZeeV7h_7zLWERfsAgiyNESK SPACING- 2-0-0 CSI. 12-11-8 I/deft Ud ja1OJsCEs7BrGskG2K7yalfvkgHErEUlwhkhllzwrrtVf 24-1-12 2&ii-10_ �3 ^ 31.8.9 31-70.0 TC 0.98 Vert(LL) -0.20 9-10 >999 240 3 S•8 9 9 3 7�i 4-9.14- Z6-14 --C& Vert(CT) -047 9-10 >727 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Scale = 1:50. 2 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -S Camber = 1/4 in LUMBER - 2%4x 15 4x8 = 025F12 4x4 = 4x4 = 2 17183 4 19 5 3%7 = 1 �r S7 _L •tet It��<�J 13 I�sJ 11 9 - -- _ T8 TZ 3x8 11 5%8 = L 7 =, 10 _ 6%8 =' 3%5 — 6 2-11-14 5-8.12 944 15-"7-4-12 .24-T-12 42 51 Plate 17tfsats [X.Y)-(1_04.9.0-2-0j. (2:0d-� EdaB1 ji010 4 0.0-3 Oj, L37:0 3 $ 0� Ol LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.20 9-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -047 9-10 >727 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No 2 *Except* T1: 2x4 DF No.1 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. MiTek recommends this Stabilizers and required cross be installed during truss erection, in 800DIdarw$ with Stabilizer Inslaiiation gulde. REACTIONS. (Ib/size) 13 = -1914/0-5-8 (min. 0-1-8) 8 = 1089/0-5-8 (min. 0-1-8) 12 = 3664/0-5-8 (min. 0-3-15) Max Horz 13 = 208(LC 11) Max Uplift 13 =-1914(LC 1) 6 = 43(LC 9) 2) Wlnd. ASCE 7-10: VUItn110mph (3 -second gust) VaW-87mph; TCDL=6.Dpsf; BCDL=6.Opsi; h=25ff; B=45M L=32f ; eave=411; Cat - 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3.3-15, Inlerior(7) 3-3.15 to 31-8.4 zone; canlllaver left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shovm. Lumber DOL -1.60 plate grip DO L=1130 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other Ilve loads. 5) * This dues has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tact by 2-04 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of fids to bearRig plate capable of withstanding 1001b uplift at joinl(a) 8, 12 except {jt=lb) 13=1914- 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This lues has large uplift reaclion(8) from gravity load case(s). Proper connection Is required to secure truss against upward movement at the bearings- Building designer must provide for uplift reaction's indicated. 12 = -47(LC 12) Max Grav 13 = 33(LC 12) LOAD CASE(S) 8 = 1089(LC 1) Standard 12 = 3664(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-142/1886,1-2=-183/3340,2-3=-918/50, 34=-3120/228, 4-5=-3121/229, 5-6=-2928/257, 6-7=-2911220 BOTCHORD 12.13=-3031288, 11-12=-1064/156, 10-11=-251/2459, 9.10=-2361351 S, 8.9=-20511651 WEBS 2-11 =-3212190, 3-11=-1752!214, 3-10=0!861, 5-10=-6021145, 5-9=-6691202, 6-9=--111353, 2-12=-2749!242,1-12=-38701336, 6.6=-1950/206 NOTES - 1) Unbalanced roof live loads have been considered for this design. —"4 1 O -0-B 7-i-72 PLATES GRIP MT20 220/195 Weight: 145 Ib FT = 20% ,�gFESS/ p�NA �101ANGr C.AO � C 66:80 ?; AXP 06130/20 �' lk kk%7:00 i IV,/. -A January 10, 2019 TRUSS Roof Special x_2-0.8 3-0.0 - 5.7.3 8-7-7 f&21-8 2-f1-5�8 2.7.3 1-0�4 3978 - Qty Ply T -1 1 � Joh Reference (optional) RUT8.210 s gAppr'14 2018 Pnnt- B -21d s Apr 14 2018 Ml Tek Industries, Inc'Thu ,Ran 10 09:47;01 20111 Page 1D:50pBZ8eVTb 7zLWFRf3Aq€yNE6K•BnbmxCDmdQJi10JTb2eB7yC4PE8MarnWLUFIJ.,vmV _ 20.6.831-10-0 .3.8-9 - .... .. .... 27'1-s .._ -- 28-]1.10 ;....30_10-0-._31.8-8 &7.1 7.1{7=1 1-'FfMB' ¢B•E� 0-3-8 Scale = 1:51,3 Camber =5118 in 3x5 3x5 = 2x4 II 2c4 - 3-0-0 28,_8 2.1714 5-7.34.842 f8.90 31-10-0 274-9 28-x-10 30-111.0 3_1 g Pfeftsets [7c,Yi-- I1 jI:0.2�4 0 2 4 .4 .0, LOADING(psf) SPACING- 2-0-0 --------------------- CSI. _ TCLL 20.0 Plate Grip DOL 1.25 C. 0.98 DEFL. in (foc) Vdefl Ud PLATES GRIP TCDL 15.0 Lumber DOL 1.25 Vert(LL) 0.26 14 >999 240 MT20 220/195 BCLL 0.0 • BC 0.86 Vert(CT) -0.6013-14 >556 180 BCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.06 10 n/a n/a Code IBC20151TPl2014 Matnx-S Weight: 150 Ib LUMBER- FT = 20% - _ _...___ TOP CHORD 2x4 DF N0.2 BOT CHORD 2x4 DF No 2 WEBS 2x4 DF No.2 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IV,iTTek recommends that Stabilizers and required cross �bracgl� be installed during truss erection, in accordance with Stabilizer inslallatian guide, REACTIONS. (Ib/size) 10 = 132WO-5.8 (min. 0-1-8) 16 = 151410.5-8 (min. 0-1-10) Max Harz 16 = 200(LC 11) Max Uplift 10 = -45(LC 9) 16 = -91(LC 8) FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3031/79, 3.4=-4213/174, 4-5=-42141174, 5-6=-31461215,6J=-275/296, 7-8=-27V274 BOF CHORD 15-16=-287/1608, 14-15=-325/4057, 13-14=-274/4171,12-13=-129/1269, 7-10=-152/281 WEBS 2-15=-3211571, 3-15=-1167!217, 3-14=-90/411, 5-114=20V336.5-113=11671211, 6-13u-0111987, 6 -12F -273168,6-10-1799t204. 10-12--86/1218, 2-16=-2214!243, 1-18=-2981154 NOTES- ') Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vv€I=11Omph (3 -second gusty Vasd=87mph: TCDL=6-Opsf; BCDL=6-Opsh h=25fl; B=45ft: L=32f]; eave=4fl: Cat- If; Exp B; Kd 1.00; enclosed; MWFRS (dlreetionaI) and C -C ExlOog2) 0.1-12 to 3.3.15, Interior(1) 3-3.15 la 31-8.4 acne; Cans{lever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=11.60 . 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live Egad of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between lh& bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to baa ing plate capable of withstanding 100 Ib uplift at joint(s) 10, 16. 7) This truss is designed in accordance wish the 2015 IntemalionaI Building Cade section 2306.1 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard January 10, 2019 TRUSS ID6 JMA' TRUSS. YUMA AZ 2f-8 3.0.0 _5.7.3 6-7-7 2.6.8 d-5$ 24.3 i. -&I Truss Type pry pjy' Roof Special 2 { 1 - 1._--__•-.i,.,._ fJobReference(optiona]--.-_-- 026.-__-1 Rein: 8.210 s Apr 14 2018 Pant: 8.2to 9 14 2018 hliTek InCusFries, lna. TN u Jan 10 a --47,03 2019 Pega 1 ID.SOP ft Th 7zLWERItsAgIYNE;BK-79jWxuF092ZO7KSgTgtCNHP72G32hsgcfzMMCzwmVc 31-10-0 12-11.8 18.8-0 20.8-8 27.7.9-Zfi-11-10 30.10.6 31." 6-0-5 - 3-R*8 &7-1 1-1 M"7 �'i-709 0-3-8 Scale = 1:51 Cemt- = 5116 in 3x5 = 29.. 27 26 "'22 21 PO ie 18 17 18 _ 75 11 3x4 == 3x5 = 4z5 = jX8 _1 4x5 = 3x5 _ 12 3-1-031-10-0 2•&8 85.0 5.7-.3 .6-7-7 9-3-12 188.0 24-2.4 _ 27-1.8 2811-10 D•1•11 � 1-10-6 11.5-8 _ IBfB FOfiee4s{%14:0-2-8.0-2-4 L18:0-4-0,)1=3_4).123:0 }-0,0-2-0] - _ 0.6.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.25 18 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.57 17-18 >575 180 BCLL 0.0 " Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code IBC20157rP12014 Matdx-S Weight: 1591b FT = 20% LUMBER - TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 DF No.2 4) All plates are 2x4 MT20 unless otherwise indicated. WEBS 2x4 DF No.2 5) Thls truss has been designed for a 10.0 psf bottom chord live BRACING- load nonconcurrRnt with any other live loads. TOP CHORD 6) ' This truss has been designed for a live load of 20.Gpsf on the Structural wood sheathing directly applied, except end verticals. bottom chord in all areas where a rectangle 3.6.0 tali by 2-0-0 wide BOT CHORD will fit between the bottom chord and any olher members. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7) Provide mechanical connection (by others) of truss to bearing 6-0-0 oc bracing: 23-24. plale capable of withstandirlg 100 Ib uplift at points) 14, 23. 10-0-0 oc bracing: 21-23, 24-26 8) This truss is designed in accordance with the 2015 International MiTek recnmmenrfa that Stabiiixers and required cross Vikingbe Building Code section 2306.1 and referenced standard ANSIITPI 1. installed during truss erection, in accordance with Stabilizer I Installa[iari g.ride. LOAD CASE(S) REACTIONS. (Ib/size) Standard 14 = 1320/0-5-8 (min. 0-1-8) 23 = 1536/0-5-8 (min. 0-1-10) Max Horz 23 = 208(LC 11) Max Uplift 14 = -38(LC 9) 23 = -72(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/395, 34=-285/421, 4-5=-2865/54, 5-6=11121/219, 6-7=-4121/219, 7-8=-3099/258, 8-9=-316/339,9-10=-315/319 BOTCHORD 19-20=-176/1352, 18-19=-266/3942, 17-18=-229/4101,16-17=158/1253,9-14=-171/283 WEBS 4-19=-5611659, 5-19=-1226/211, 5-18=-69/432, 7-18=-223/313, 7-17=-1143/201, 8-17=-51/1952, 8-16=-268/75,4-20=-320(74, 8-14=-1785/207, 2-23=-345/132, 20-23=-164/1333, 4-23=-1988/320, 14-16=-106/1204 NOTES - 1) Unbalanced roof live toads have been considefed for this design. 2) Wind: ASCE 7-10; Vdt=110mph (3 -second gust) Vas&07mph; TCDL=6.0psF; BCDL-8,0pef; h=2511; B=45ff; L=32ft; eave=411; Cat. 11; Exp B; Kd 1,00; enclosed; MWFRS (directional) and C -C Exterlor(2) 0.1-12 to 3.2-12,1nterior(1) 3-2-12 I0 31-8.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water ponding. �QRpFESS/ p�� rte¢ J1CiIRI�G CAO' C 66380 x EXP 06/30/20 1 090 0 AWF January 10, 2019 jab Truss Truss Type ITRUSS D7 Roof Special I JMW TRUSS. YiJMA pZ—. 2.6.8 3.0.0 5.7.3 8.7.7 12.11-8 S 2a 6-5-s 2-7-3 --- 1.0-A . .._. – — 64-1 - – - qty %y 7 f1 d0ilirmtj! ,jj *Sp2t- ionw). _ 027 Run: 8.2F0 s ,qqpprr 14 2018 711] S per 14 2098 lull ek IrldusVW _Ina. Thu fart 11006;47:(34 2[!19 Page ID:SOPBZ$eM 7zLWERfs Aqg EGK-0MHu9EFfwLhHkU'i2HABulbgduRccn7llrJivvez 1. b 20. 31-10-0 _6-fi 27-f�9 2ii-11.11.0 30.10-0 1�-B 1-141 f 1-746 0-3-8 Scale = 1:51.3 Camber = 3/8 in 2X4 _ 23 6 �Id 3-1-0 2$.8� 5•x•3 a-1-0 Plate,Offsets 7C 1' 17;_0.4-0.0.2.0) I 3x6 — ,114 24,2_ 28-11.10 _, 56-10--4 81.1 r -0..i • 2� � ' 7�'27-7-9' .. 7-5.4 t1.5 '!•111- 110.8 ' Q.40 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr YES WB 0,41 BCDL 10.0 Code IBC2015/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 "Exrepl' T2: 2x4 DF 18001= 1.6E BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals - BOT CHORD Rlgid ceiling directly applied or 10-0-0 cc bracing, Except: 6.0-0 cc bracing: 17-18- 10.0.0 oc bracing: 1547.18-20 MITak rerxxnmends Ihat Stahllizars and required cross br2arig be installed during truss erection, to accordance with Slabilizer �..Ir�sial�tia- n.0uide. REACTIONS. (Ib/size) 10 = 1265/0-5-8 (min. 0-1-8) 17 = 1582/0-5-8 (min.0-1-11) Max Horz 17 = 208(LC 11) Max Uplift 10 = 42(LC 9) 17 = -70(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/395, 3-4=-285/421,4-5=•2017/57, 5-6--44264230, 6-7=4426/230,7-6=•31335i259, 8-9=2911220 BOTCHORD 13-14=-189/1410,12-13=-287/4172, 11-12=-254/4522, 10-11=206/1923 WEBS 4-13=5711763, 5-113=1311$1216, 5-12=-15/508, 7-12=3411223, 7-11=11012!207, 8-11=10/1816, 4-14=337/77, 2-17=-3441132, 14-17=-176/1387, 4-17=-2053/322,8-10=-22701212 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=110mph (3-secdrld gust) VOW=87mph; TOOL-6.0psf; BCDL=B.Opsf; h=2R; B -45M L=321t; eave=41t; Cat, It Exp 0: Kd 1.00; enclosed; MWFRS (direclional) and GC Exterlor(2) 4.1-12 to 3.2-12, Intertor(l) 3.2-12 to 31-8-4 zone; cantilever left and right exposed ; end vertical teff and right exposed;G-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI-1.60 DEFL. in (loo) I/dell L/d PLATES GRIP Vert(LL) -0.2911-12 >999 240 MT20 220/195 Vert(CT) -0.6511-12 >523 180 MT20HS 165/146 Horz(CT) 0.08 10 n/a n/a 3) Provide adequate drainage 10 prevent water ponding - 4) All plates are MT20 plales unless Otherwise Indicaled. 5) This truss has been designed for a 10-0 psf bottom chord Ilve load nonconcurrent with any clher live loads - 6)' This buss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 240 wide Will fit between the bottom chord and any Other members. 7) Provide mechanical connection (by olhers) of truss la bearing plate capable of withstanding 100 Ib uplift at lalnt(s) 10, 17. 8) This truss is designed in accordance with the 2015 InternatlonW Building Code section 2306.1 and referenced standard ANSlrrPI 1. LOAD CASE(S) Standard Weight: 153 Ib FT = 20% JUANG CAC C 66380 1 ' EXP 061301'20 January 10, 2019 Job Truss Truss Type Qty Ply TRUSS DB ROOF SPECIAL 1 (� 2 Job Reference o�lionalZ __ y _ JMW TRUSS. YUMA AZ Run: 8.210 s Apr 14 2018 Print 8.210 s Apr 14 2018 WeR tirdusWes, Inc: 711u Jan 1O OS 4 :072019 Page 1 1D:50piBZBeVTb 7zLWERfsAgiyNE6K-OwyInFIXDG3scxm0yllbNOSBdCCLVokXHx2VtzwmVY 6-7.7 31-10-0 2.6.8 3-043 5.74 12.11.8 to-" 20." _ 27.1.9. 28-11.10 80.10-0 31-&B 2.6-8 05BJ$- 3.941 . 64A --..----f_ffl=;� 0-7-7 0-3-8 Scale =1:52 2 Camber = 5/16 in 30 2x4 II 4x6- 2 3 4 33 � ,I vn � ' J � •. ��L1 '�Wi 29 26 27 24 23 37 2x4 I' 2x4 II 36 21 39 40 41 42 20 43 44 45 1946 47 46 16 49 171211 _ _ 12 4x4 = L5x6 =� 3,6 2.4 II 2,4 II 2x4 = 2.4 = 6-7-7 X03-1-0 6-0-12 10-0-12 28-04 29-94 313t8 $9 .. aas a �..e s s� *is9 > 12-0-12 z012 �o a� . -... 16.0-112JA 160 .2 0-1-0 0-0-12 0-10-11 0-9-10 0.5-8 - Plale_OffSet& (7(,Y}--[14:0.212,E_a�ei, I�o:oa•o.n-:s•n), Iis_9=1o=� n�.s (2saaaa1-e21 LOADING(psf) SPACING- 2-0-0CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0 29 20-21 >999 240 MT20 220/195 TCDL 20.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.54 20-21 >615 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -S Weight: 318 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 23-25, 26-28 REACTIONS. (Ib/size) 25 = 2301/0-5-8 (min. 0-1-8) 16 = 1818/0-5-8 (min. 0-1-8) Max Horz 25 = 207(LC 7) Max Uplift 25 = -635(LC 4) 16 = -959(LC 5) Max Grav 25 = 2373(LC 37) 16 = 2298(LC 36) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/441, 3-4=-185/466, 4-5=-5406/1664, 5-6=-7581/2377,6-7=-7581/2377, 743=-5658/2101, B-9=-322/332, 9-10=-308/268 BOTCHORD 21-22=-851/2489,20-21=-2028/6958, 19-20=-223217034,18-19=-96112123, 14-16=-2219/986, 9-14=-179/347 WEBS 4-21=-938/3309, 5-21=-1755/496, 5-20=-3041709, 7-20=-181/913, 7-19=-1919/304,8-19=-1161/3700, 6-18=-893/33,4-22=-562/143, 8-14=-2650/1183, 2-25=-361/73,22-25=-809/2398,4-25=-3213/991, 14-18=-1047/2272 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0=9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all piles, except if noted as front (F) or back (B) fare in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind; ASCE 7-10; Vult=110mph (3 -second gust) Vasd-87mph; TCDL=B.Opsf: BOOL=B.Opsl; h=254(; B=451t; L=32ft; eave=41t; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 25=635,16=959. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 58 Ib up at 6-0-0 on top chord, and 160 Ib down and 128 Ib up at 6-0-0, 108 Ib down and 83 Ib up at 8-0-12, 148 Ib down and 81 Ib up at 10-0-12, 147 Ib down and 81 Ib up at 12-0-12, 147 Ib down and 80 Ib up at 14-0-12, 147 Ib down and 80 Ib up at 16-0-12,113 Ib down and 82 Ib up at 16-9-0, 107 Ib down and 82 Ib up at 18-6-4, 107 Ib down and 83 Ib up at 20-6-4, 113 Ib down and 83 Ib up at 22-6-4, 113 Ib down and 83 Ib up at 24-64, 146 Ib down and 232 Ib up at 26-64, and 146 Ib down and 232 Ib up at 28-04, and 240 Ib down and 224 Ib up at 29-94 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-80, 6-10=-80, 28-29=-20, 27-28=-20, 23-24=20, 17-23=-20, 13-14=-20,11-12=-20, 15-16=-20, 255-26=-20 Concentrated Loads (lb) Vert: 20=-85(B) 32=-14(B) 37=-68(B) 38=-66(B) 39=-138(8) 40=-138(B)41=-13B(B)42=-138(B)43=-65(8)44=-65(B) 45=-85(B)46=-85(B)47=118(B)48=118(B)49=-79(B) J101ANCCG??ppca /7638 C.7 i G 0 Tl G EXP 06/30/20 OALI�C January 10, 2019 Job Tr TRUSS E1 Truss T GABLE .Qty TPIY — �_ �._- --, _Jab Reference (optional)..----__-..... _ 029 _ IiW: 8 21gi s Apr 14 2018 Pr n. 8210 s APr 14 2818 MTe..I.....L es, Inc Thu Jan t0 69:47;OS 2f1 s$ page 1 ID:mCGRe46mnMG?PJkZOSyHlrznuuA-U7WP?bJ9 aBjD5LPWOGgiiR Vd3AQjORumxg82PzwmV]C 7.0.08-2-8 7-O-01-2� — i scale =1:17 1 13 0 25 12 1 3x4 = 2 3 14 q 5 e 12 11 10 ¢ a 7 3x4 = PLATES GRIP MT20 220/195 Weight: 35 Ib FT = 20% FESS/p�,r� { J101ANG CAO C 66380 W rT1 EXP 06/30/20 CAO January 10, 2019 7-0-0 � 7D0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) l/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0-0 • Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 I Code IBC2015(rP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 10) Provide mechanical connection (by others) of truss to bearing WEBS 2x4 DF No.2 plate capable of withstanding 100 Ib uplift atjoint(s) 12, 7, 11, 10, 9, OTHERS 2x4 DF No.2 8) BRACING- 11 This truss is designed in accordance with the 2015 International 9 TOP CHORD Building Code section 2306.1 and referenced standard ANSI/TPI 1 Strutlural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) ( ) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek reeommerlda That Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0. (lb) - Max Horz 12=-40(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 12, 7, 11, 10, 9, 8 Max Grav All reactions 250 Ib or less at joint(s) 12, 7, 11, 10,9.8 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. NOTES - 1> Wtnd: ASCE 7.10; Vull=110mph (3 -second gust) Vasil=87mph; TCDLft6.0pb1; BCDL=6.Opsf; h=251h B=45fl; L --24f , eave-2ft-. Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C•C Comer(3) 0-1-12 to 2-11-8, E 00or(2) 2-11-8 to 6-10-0 zona; cangtever left and Fight exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the Truss only. For studs exposed to wind (normal to the face), see Standard Induslry Gable End Details as applicable, or consult qualiAed building designer as per, ANS I/fP1 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicaled. 5) Gable requires continuous bottom chard bearing. 6) Truss to he fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been desrgned for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tali by 2-0-0 wide will fit between the bottom chord and arty other members, PLATES GRIP MT20 220/195 Weight: 35 Ib FT = 20% FESS/p�,r� { J101ANG CAO C 66380 W rT1 EXP 06/30/20 CAO January 10, 2019 Joh Truss TRUSS E2 I _ I JMW 7RU55, Y(7MA IIZ Ply Truss Type Qty PI —.. — �Jack-Open .10 J 1 - - — — - J Job Reference (a¢ifoneD_ -- Run: 8.21Li s Apr 14 2016 Pdf1t: 8.210 s Apr 14 2018 MhTek Industries, lnc. 1'hu Jan 1009:47:D9 20T8 Page 1 ID:mCGRe46mnMQ7PJkZOSyH1rznuuA•y,WnCxJttluJZrFw73jrt3SexYOSP95R01_bOgarx mow 6.8-8 0.3.6 stele = tn_e a Camber = 1/8 in 4 3X4 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER - TOP CHORD 2x4 DF No 2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOPCHORD Strwcwrai •,vo.^,d sheathing directly applied or 6-0-0 oc purlins, except end veilicals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends;hat Stabilizers and regolrad cross bracl be installed during truss erection, in accordance with Stabilizer lnstalle" guide - REACTIONS. (Ib/size) 4 = 302/Mechanical 3 = 302/0-3-8 (min. 0-1-8) Max Horz 4 = -96(LC 8) Max Uplift 4 = -48(LC 8) 3 = -46(LC 9) FORCES. (lb) Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10: Vult=i 10mph (3-SaCOnd gust] Vasd=87mph; TCDL-6.0psf; BCDL=6.0psf, h=25R; B=45ft; L=24ft; save -oft; Cat. II; Exp B., Nd 1.00; enclosed; MWFRS (directftlrial) and C -C Exterfor(2) 0.1.12 to 4.4-11, 1nterior(1) 4.4. 11 to &104 zone; cantilever left and right exposed ; and vertical let( and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1,60 plate grlp DOL=1.80 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Psr bottom chord Ihre load rlonooncurrenI With any other live loads. 4)' This truss has been designed far a Ilrre load of 20.epsf on The bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections - 6) Provide mechanlcal connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Mirit(s) 4, 3. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSffrP1 1 - LOAD CASE(S) Standard CSI. DEFL. in (loc) I/deft L/d TC 0.53 Vert(LL) -0.11 34 >757 240 BC 0.49 Vert(CT) -0.21 3-4 >379 180 WB 0.16 Horz(CT) 0.00 3 n/a n/a Matrix -P PLATES GRIP MT20 220/195 Weight: 33 Ib FT = 20% RSQ /�N�� E JIGIANG CAn mac, { 663801 rn EXP 06/30120 1`f January 10, 2019 Job Truss Truss Type TRUSS E3 Jack -Open JNIW TRUSS, YUMA AZ Qty Ply ^� 1 1 -_. Job Reference (optional)_ __ Q3' Run, a 210 s Apr 14 G016 Pnnt: 8-210 s Appr l4 2018 MrTek lndusVfes, tnc. Thu Ja1i 10' p9:47:11 2018 Pella1 10:mCGRa46mnMO? PJkZOSyH1 WUUA-uiCYddL2HVZH4Z40B9pXX3ctCG?BwLsKSulmekxwmVEl s-a.ta 7.0.0 6-8-8 _ —b-3-8 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 >565 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF 240OF 2.0E WEBS 2x4 OF No.2 BRACING - TOP CHORD Struehrral wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. MrTek recommends u,al Stabilizersand required cross bracing -1 be installed during truss ercr:lion, in acoordance with Stabiliter Installation guide. REACTIONS. (Ib/size) 4 = 1145/Mechanical 3 = 1114/0-3-8 (min.0-1-8) Max Horz 4 = -93(LC 4) Max Uplift CSI. 4 = -156(LC 4) 3 = -150(LC 5) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wirtd: ASCE 7.10; Vult=1 IOmph (3 -second gust) Vasd=87mph; TCDL=G.Opsf; BCDLae.Opsf; h=?3R; 8=4511; L=24R; save=4{h Cat. II; Exp B., Kd 1.00; enclosed; MWFRS (dlfectiona1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate g6p DOL#1.60 2) Provide adequate dralnag8 to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • Th Is truss has been designed for a live load of 20-Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the botlom chord artd any other members. 5) Refer to girder(s) for truss to Irss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except {1=11b) 4-156, 3=150. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Henger(s) or other connecl!on device(8) shall be provided suff-icient to support concentrated load(s) 552 Ib down and 79 ib up at 1.5-4. and 552 Ib dawn and 79 lb up at 3.5.4, and 552 Ib down and 79 Ib up at 5-5-n on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 3-5-4 5-5-4 2-0-0 2-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0,.61 Vert(LL) -0.14 3-4 >565 240 BC 0.89 Vert(CT) -0.33 3-4 >243 180 WB 016 Horz(CT) 0.00 3 n/a n/a Matrix -P LOAD CASE(S) Standard 1) Dr:ad F Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 6=-552(F) 7=-552(F) 8=-552(F) stele = 1:17.6 y Camber = We in 7.0.0 1-8-'12 PLATES GRIP MT20 220/195 Weight: 38 Ib FT = 20% FES JIOIANG CAO, C 66380 C"— EXP 06130120 V1 N- C&�F �? January 10, 2019 Job fyCb Truss Type TRUSS F1 Flat Girder JMW TRUSS, YUMA AZ I 3-4-8 ) 34-8 2x4 = Qty Ply Job Reference (optional) 032 Run: 8.214 s Apr 13 2018 Prim. R-210 s Apr 14 2018 MITek Industries. Inc- Thu Jan 10 09:47:12 21119 Page I ID: MCGRe46mnMO7PJkZOSyH 1 rznuuA-NumwgzMgl ph8iieal$Lrn4H94DgLlfmgThYtKBAzwmVT 9-6-8 13-0-0 14-2 6-2-0 3-5-8 1 -2 - Scale = 1:20 9 Camber =1/9 in 2X4 = LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF N0.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (Ib/size) 7 = 836/0-343 (min. 0-1-8) 7 = 836/0-3-8 (min. 0-1-8) 5 = 896/0-5-8 (min. 0-1-8) Max Horz 7 =-121(LC 23) Max Uplift 7 =-169(LC 4) 5 =-213(LC 5) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1843/353 BOT CHORD 6-7=-375/1327, 5-6=-328/1363 WEBS 2-7=-1430/356, 2-6=-120/585, 3-6=-102/544, 3-5=-1410/339 NOTES - 1) Unbalanced roof Ilve loads have been considered for Ihls de"n. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0ps% BC0L=6.Ops1: h=25ft; B=4511; L=2411; eave=art: Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the bottam chord in all areas where a.rectangle 3.670 tall by 2-070 wide Wil fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except ()t=1b) 7=169, 5=213. 10-5-0 4.0.8 (loc) I/deft L/d 5-6 >999 240 5-6 >749 180 5 n/a n/a 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 Ib down and 37 Ib up at 2-0-12, 79 Ib down and 37 Ib up at 4-0-12, 79 Ib down and 37 Ib up at 6-0-12, 79 Ib down and 37 Ib up at 7-3-0, and 79 Ib down and 37 Ib up at 8-5-4, and 191 Ib down and 124 Ib up at 10-5-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 10= -79(F)11= -79(F) 12=-79(F) 13= -79(F)14= -79(F) 15=-191(F) 1.3-0-0 245-0 •�� PLATES GRIP MT20 220/195 Weight: 60 Ib FT = 20% JIQIANIS CAC I, C15 V38 CCGG y2pp CD C V AU EXP 06/30120 az I a;' R �Zmo January 10, 2019 0.7.8 270-12 $-5-8 0-7.8 1-5.4 _ 44-12 - LOADING(psf) SPACING- 2-0-0 CSL DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 011 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0 20 BCLL 0.0 " Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 BCDL 10.0 Code IBC2015/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF N0.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (Ib/size) 7 = 836/0-343 (min. 0-1-8) 7 = 836/0-3-8 (min. 0-1-8) 5 = 896/0-5-8 (min. 0-1-8) Max Horz 7 =-121(LC 23) Max Uplift 7 =-169(LC 4) 5 =-213(LC 5) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1843/353 BOT CHORD 6-7=-375/1327, 5-6=-328/1363 WEBS 2-7=-1430/356, 2-6=-120/585, 3-6=-102/544, 3-5=-1410/339 NOTES - 1) Unbalanced roof Ilve loads have been considered for Ihls de"n. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0ps% BC0L=6.Ops1: h=25ft; B=4511; L=2411; eave=art: Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the bottam chord in all areas where a.rectangle 3.670 tall by 2-070 wide Wil fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except ()t=1b) 7=169, 5=213. 10-5-0 4.0.8 (loc) I/deft L/d 5-6 >999 240 5-6 >749 180 5 n/a n/a 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 Ib down and 37 Ib up at 2-0-12, 79 Ib down and 37 Ib up at 4-0-12, 79 Ib down and 37 Ib up at 6-0-12, 79 Ib down and 37 Ib up at 7-3-0, and 79 Ib down and 37 Ib up at 8-5-4, and 191 Ib down and 124 Ib up at 10-5-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 10= -79(F)11= -79(F) 12=-79(F) 13= -79(F)14= -79(F) 15=-191(F) 1.3-0-0 245-0 •�� PLATES GRIP MT20 220/195 Weight: 60 Ib FT = 20% JIQIANIS CAC I, C15 V38 CCGG y2pp CD C V AU EXP 06/30120 az I a;' R �Zmo January 10, 2019 Flat Girder 3-4-8 3-4-8 2x4 = 8 13.0.0 3x4 = me 0-7-8I&5-8 0-7-5 -I — 5-10-0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 • Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Struclw,ii wood sheathing directly applied or 5-7-1 oc purlins, except end verlirals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MrTek recommends that Stabilizers and requireo cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 572/0-3-8 (min. 0-1-8) 7 = 572/0-3-8 (min. 0-1-8) 5 = 572/0-5-8 (min. 0-1-8) Max Horz 7 =-119(LC 8) Max Uplift 7 = -65(LC 8) 5 = -65(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1023/27 BOTCHORD 6-7=-234/890, 5-6=-150/902 WEBS 2-7=-976/181, 2-6=0/304, 3-6=0/294, 3-5=-983/179 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7.10; Vull='I 10mph (3 -second gust) Vasd=87mph; TCOL=6.Op5f; BCDL=6-0psf; h=25ft; B=4511; L=24II; eave=4h: Cat. II; Exp B; Kd 1 00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-4-8, Interior(1) 3-4-8 to 12-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mecharncal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(5) 7, 5. Qty Ply 1 1 J Job Reference -(optional) �33 Run8.210 s aappr 14 2018 PWAt 8.210 s Apr 14 2018 MITek Induwes, Inc. Thu Jen 1009:47132019 Page 1 10:mGGRe46mnMO?PJk20SyH1 rznuuA•f4Ji2JMla6p?KsDmlZs?c1JiHc4py0E0dv0OIjdzwmV5 9-6-8 13-0-0 14-2 6-2-0 3-5-8 1-2- 3.4 smie = 1:20 e 2.4 = 9 3.4 = 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard JDANG CAO , C V VJSv Cz:� EXP 06/30/20 Al-,F��4 January 10, 2019 13.0.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.33 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 BC 0.36 Vert(CT) -0.08 5-6 >999 180 WB 0.22 Horz(CT) 0.02 5 n/a n/a Matrix -S Weight: 00 lb FT=20% 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard JDANG CAO , C V VJSv Cz:� EXP 06/30/20 Al-,F��4 January 10, 2019 .1ab Truss =F,.ts,,Td. ype Qty ply TRUSS F3 _ JohRefsrence�optionel)034.- l JMN.' TRU55 YU!.9R A,? Run: 8.210 s Apr 1201 8 Print: 6.210 s i4{yr 14 2018 MfTek IngitslriBe, tnC. 1Tu den 7Q D9:47:14 20117 Pa 1 ID;mCGR.46rnnM07PJk7GSyH1 rznwuA-J HtgFfNwZQxsxoozsGNE9iESOT717hjm8s8RF3�wmVR 1-0-0 3-4-8 9-6-8 12-9-4 14-2-1 1-0-0 24-8 6-2-0 1 3-2-12 1 1-5-4 SmW =1:20.9 2x4 = 3x4 = 0-7-8 1-0.0 572/0-3-8 (min. 0-1-8) 7 = 12-9-4 13 14� 4.7.8 0-4-8 572/055 (min. 0-1-8) 5.5.8 6-3.12 04 2 1 � LOADING(psf) -79(LC 10) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 5-6 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0 02 5 n/a n/a BCDL 10.0 —-........ Code IBC2015ITP12014 Matrix -S Weigh: 60 Ib FT = 20% LUMBER - TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 DF No.2 7) This truss is designed in accordance with the 2015 International WEBS 2x4 DF No.2 Building Code section 2306.1 and referenced standard ANSI/TPI 1 9 ' BRACING - TOP CHORD CASE(S) CA LOAD Structural wood sheathing directly applied or M-1 oc purlins, except Si DCA end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and. re. IFed cross bracing be installed during truss erection, in accordance with Stabilizer Installation g_ulde-,_ REACTIONS. (Ib/size) 7 = 572/0-3-8 (min. 0-1-8) 7 = 57210-3-8 (min. 0-1-8) 5 = 572/055 (min. 0-1-8) Max Horz 7 = -79(LC 10) Max Uplift 7 = -58(LC 8) 5 = -59(LC 9) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1005/67 BOTCHORD 6-7=-164/870, 5-6=-136/877 WEBS 2-7=-961/153, 2-6=0/306, 3-6=0/311, 3-5=-989/153 NOTES- ') Unbalanced roof live loads have been considered for this design - 2) Wind: ASCE 7-10; VulI-I IOmph (3 -second gust] Vasd=87mph; TCDL=B.Opsf; BCDL=B.Opsf; h=2511; B=451t; L=24h; save=4h; Cat. II; Exp 8; Kd 1.00; enclosed; MWFRS (dlrecdonai) and C -C Exterlor(2) 0-1-12 to 344 Inledor(1) 3-4-8 to 12-10.4 zone; cantllever left and right exposed ; and verlirat left and right exposed;C-C for members and forces S MWF IRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.60 3) provide adequate drainage to prevent water ponding. 4) This truss has been deslgned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • TI11s truss has been designed for a We toad of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide wltl ft between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al jant(s) 7, 5. Jrrli�++IANG CAC L 66380V EXP 08130/20 CA�.1F January 10, 2019 TRUSS Flat Girder 7 G 0 1-10-B 6-2-0 2x4 = I 0.25 12 3x4 = 3x4 = 7 3x4 = Qty -r- teference (optional) 0 0 s Apr 14 2D16 N Tek Industdel, Fr;a Thu Jsrt 10 09:47.142019 Psge 1 rznuuA-dHtgFfNwZQxsxOozsGNE9IESdT757hfm8s8RF3zw`. R 12-S4 14.2-B 3-2-12 -- 1-5-4 3x4 = B 3x4 = 8.1. = 1.20 9 p•s_81F7-9. t•s� LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d 6$- 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCDL 150 Lumber DOL 1.25 TC 0.37 VertLL -0.05 6-7 >999 240 BC 0.43 Vert(CT) -0.10 6-7 >999 MT20 2201195 BCLL 0.0 Rep Stress Incr NO 180 WB 0.22 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matnx-S Weight: 60 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 7) Provide mechanicw connection b others of truss to bearing (Y ) g WEBS 2x4 DF No.2 plate capable of withslandmg 100 Ib uplift at Joint(s) except (jt=1b) BRACING- 8=242, 6=240. TOP CHORD 8) This truss is designed in accordance with the 2015 International Structural wood sheathing directly applied or 5-8-3 oc purlins, except Building Cade section 2306.1 and referenced standard ANSI/TPI 1. end verticals. 9) This truss has been designed for a total drag load of 1354 Ib. BOT CHORD Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss 10 resist Rigid ceiling directly applied or 8-9-11 oc bracing. drag loads along bottom chord from 0-0.0 to 13.0-0 for 104.2 off. MITek recommends that Slabilliefs slid mquffild cross bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) Installation guide. Standard REACTIONS. (Ib/size) 8 = 572/0-1-8 (min. 0-1-8) B = 572/0-3-8 (min. 0-1-8) 6 = 572/Mr chanical Max Horz 8 = -79(LC 10) Max Uplift 8 =-242(LC 25) 6 =-240(LC 28) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/418, 3-4=-999/389,4-5=-345/345 BOT CHORD 7-8=-502/865, 6-7=-457/876 WEBS 3-8=-1001/531, 3-7=-296/538, 4-7=-291/542, 4-6=-1015/541 NOTES- � �s J') ` 1) Unbalanced root Gve Iaade have been considered fw lhls design, 2) Wind: ASCE Q� 7-10; Vult=l IOmph (3 -second gvst) Vasd=87mph; TGDL=6.Opsh BCDL=6-Opsf; h-2511; �y 8=45M,; L-24ft; eave=4M; Cat, 11; ��V� �( � Q ��v Exp B; iCd 1.00; enclosed; MWFRS (directional) and C -C Exlerior(2) r 0.1-12 to 1-6-0. Interfor(1) 1-6.0 to 12.10.4 zone; cantilever tett and ?b� �� right exposed ;and vertical lea and right exposad;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate t- grip DQL=1-6O EXP 06130120 3) Provide adequate drainage to prevent water pand€ng. 4) This truss hes been designed for a 10.0 psf bottom chord live load noneoncurrent with any other Ilve loads. ' V 1 tib" 5) This truss has been designed for a ilve load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2-0-0 wide r1F will fit between the bottom chord and any other members. ✓& 6) Refer to glyder(s) for truss to truss ocmnecllons. �� January 10, 2019 _.- - - cuss cuss Type .......... pty ply TRUSS F4 Flat Girder 1 1 ' ........... ��.� _ _ I Job Reference (optional) 036 JMW TRUSS, YUMA AZ Run: $.2t0 s 14 201$ PrlrfS: 8.21❑ s Aappr 14 2018 Mi7ek Indusldes,- Inc. Thu Jan 16 UFO15 2019 Page t ID:mCGRedBmnMO7PJkZOSyHlrznuuA•nTR3T OYKk4fZAN9CLuThvndutTysB wNWt_nvzwmVQ --- ----� �• 12;94 14.2-8 Scale = 1:20. e 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deti Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.05 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 8) This truss is designed in accordance with the 2015 International BOT CHORD 2x4 DF No 2 WEBS 2x4 DF No.2 BuildingCode section 2306.1 and referenced standard ANSI/TPI 1 BRACING - TOP CHORD LOAD CASE(5) Structural wood sheathing directly applied or 5-8-7 oc purlins, except Standard end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTak recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InslaW lon guide. REACTIONS. (Ib/size) 8 = 572/0-3-8 (min. 0-1-8) 8 = 572/0-3-8 (min. 0-1-8) 6 = 572/Mechanical Max Horz 8 = -79(LC 10) Max Uplift 8 = -58(LC 8) 6 = -59(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 3-4=-977/65 BOT CHORD 7-8=-157/836, 6-7=-134/861 WEBS 3-8=-926/147,3-7=0/305,4-7=0/301,4-6=-976/152 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=710mph (3 -second gust) Vaud=87mph; TCDL=6.Opsf; $COL=6.0psY h-25ft; B -45k L=24ft; eave=4T3; Cal. 11; Exp B; Kd 1.00; enclosed; MWFRS (diredional) and C -C Exterlor(2) 0.1-12 to 3.0-0. Inlerior(1) 3-0-0 to 12-10.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for react ions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the boilom chord and any other members. 6) Refer to 9irder(s) for Iruss to truss Connecfions. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al joints) 8, 6. 3x4 = 6 -12• 0-2.12 PLATES GRIP MT20 220/195 Weight: 59 Ib FT = 20% ���4FiwSSf�� { J10-JANG CAVO `nti 1, 6V.1LJv i= EXP 06/30/20 , January 10, 2019 Job Truss Truss Type TRUSS F5 I Flat Girder 3-0-8 11-7-8 2x4 = 2018 Print: 8.210 s 1249-4 142.8_ 3-2-12 - 1-5.4 - Scale =120 9 30 = 3x4= LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- - TOP CHORD" Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i MITak recommends that Stabilizars and requlred'cross bracing be installed during truss erection, in accordance with Stabilizer Installation -guide. REACTIONS. (Ib/size) 8 = 572/0-3-8 (min. 0-1-8) 8 = 572/0-M (min, 0-1-8) 6 = 572/Mechanical Max Horz 8 = -80(LC 10) Max Uplift 8 = -58(LC 8) 6 = -59(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-970/66, 2-3=-974/69 BOTCHORD 7-8=-165/851, 6-7=-130/835 WEBS 2-8=-947/157, 2-7=0/290, 4-7=0/310, 4-6=-952/149 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp B; Kc! 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 34-8, Interior(1) 3-4-0 to 12-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 8, 6. 675-8 e-3.611.7 _ 5-0•G 11.94 LOADING(psf)SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC20151TPI2014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- - TOP CHORD" Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i MITak recommends that Stabilizars and requlred'cross bracing be installed during truss erection, in accordance with Stabilizer Installation -guide. REACTIONS. (Ib/size) 8 = 572/0-3-8 (min. 0-1-8) 8 = 572/0-M (min, 0-1-8) 6 = 572/Mechanical Max Horz 8 = -80(LC 10) Max Uplift 8 = -58(LC 8) 6 = -59(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-970/66, 2-3=-974/69 BOTCHORD 7-8=-165/851, 6-7=-130/835 WEBS 2-8=-947/157, 2-7=0/290, 4-7=0/310, 4-6=-952/149 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp B; Kc! 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 34-8, Interior(1) 3-4-0 to 12-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 8, 6. 675-8 11.94 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TC 030 Vert(LL) -0.05 6-7 >999 240 MT20 220/195 BC 0.39 Vert(CT) -0 10 6-7 >999 180 WB 0.21 Horz(CT) 0 02 6 n/a n/a Matrix -S Weight: 59 Ib FT = 20% 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��of ISSIG�y� JUANG CAG C C6j8U' 2-1 M r� rrn EXP 06130/20 'Ya" Yui VX CA1.tF�4P January 10, 2019 Jtpb SPACING- Truss Truss Type . Qty Ply .. _. .. TRUSS Plate Grip DOL l=6 FlalGVder t t JMW TRUSS, Yi1A1A AZ Lumber DOL 1.25 Jon Reference (oplfonet) OJ� Faun: 8210 s ,,aappr 14 2918 Print: 8.219 s Apr 14 2619 MITek. industries, Inc. Tlw Jan 10 69:47:19 2019 Paggee 1 ID:mCGRe46mrlMO7PJkZOSyH1rznuuA,-fEhZIMR3Cya92ntlwfgzPslylrUryoyOVfarCwt Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' 3.4•a _ 3.4-8 7 -p -p. 37 zwrtaVM 9.6.8 _ 12-9.4 _ A-2$ 2 S 8 3.2-12 1.5-e 2x{4 BCDI- 10.0 — Code IBC20151TP12014 3.. _ 1•20.e r LUMBER- 025;12 - - _r i 234 3x4 = ., 2x4 = 2x4 I: 8) This truss is designed in accordance with the 2015 International WEBS 2x4 OF No 2 Building Code section 2306.1 and referenced standard ANSI/TPI 1. Tom..... Nr in { 0 3x4 = 8 3>:4 = 6 3x4 _. LOADING( sf R ) I SPACING- 2-0-0 CSI.DEFL. in (locj I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.05 6-7 X999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0,21 Horz(CT) 0.02 6 nia nla BCDI- 10.0 — Code IBC20151TP12014 Matdx-S LUMBER- - - _r TOP CHORD 2x4 F No.2 BOT CHORD 2x4 OF No.2 O 8) This truss is designed in accordance with the 2015 International WEBS 2x4 OF No 2 Building Code section 2306.1 and referenced standard ANSI/TPI 1. BRACING - TOP CHORD LEAD CASE(S) StruCtUrat wood sheathing directly applied or 5-11-0 oc purlins, except standard end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek rew6ri4nds that Stahllzers ar W requrred crosa hraing be InSWiled during truss erWion, In accordance with StablIFier Installalion guide, REACTIONS. (lbisize) 8 = 572/0-3-8 (min. 0-1-8) 8 = 572/0-3-8 (min. 0-1-8) 6 = 572/Mechanical Max Horz 8 = -80(LC 10) Max Uplift 8 = -58(LC 8) 6 = -59(LC 9) FORCES. (lb) Max. Conrp.!Max. Ten_ - Ali forces 250 (lb) or less except when shown. TOP CHORD 3-4=-964170. 2-3=-968169 BOT CHORD 7-8=-1651849. 6-7=-1321827 WEBS 2-8=-944/155, 2-7=0/281, 4-7=0/314, 4-6=-948/151 NOTES - 1) Unbalanced roof live loads have been Cansldared for this design. 2) Wind: ASCE 7-1 G; Vult=11 Utn'Ph (3-secand gust) Vasdl 87mph; TCDL=6.0psf; ACDL=6,Dpsf; h=25f1; 13451!1; L=24ft; eavo=4ft; Cal. II; Exp 13: Kd 1.00; ene[osod; MWFRS {directional) and C -C Exterior(2) 0-1-12 to 34.8, InteriDr(1) 34.8 to 12.10.4 zone; cantilever left and right exposed ; end vertical left and right expoeed;C-C for members and Tortes & MWFRS for reactions shown; Lumber DOL=1.00 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) MS truss has been designed for a 10.0 psi bottom chord live load none oncunent with any other live loads. 5) ' Thfs truss has. been designed for a rive load of 20.00W on the boltom chord in all areas where a rectangle 3.6.0 tell by 2-0-0 wide will fit between the bottom Chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by altters) of truss to bearing plate capable of withstanding 100 Ib uplift at jotnt(o) 8, 6, PLATES GRIP MT20 2201195 Weight: 59 lb FT = 20% ESS/ J11-JA%!C CAC ` %,A1 til ; r1 l EXE' 06130120 1.--rl January 10, 2019 Job ITRUSS JMW TRUSS, YUn7A AZ 3.8-4 3.6-4 :7X 6x8 Truss Gi 6-2-12 4 9-8-11 2-e-8 3.5-15 I 1 I t 4x12.- it -- 2 �3 j6x17 U [29Hs 8.2-12-- .9.8-11 544- — 3.5-15 Truss Typo city ply - MONOPITCH I L Job Re:'arunce.(opuDltal.).. 039 Run: 8.210 s AW 14 2018 PNit: 8,216 s Appo' 14 2018 MiTek hldustrtes, Ino, Thu ,ten 10 0&.4724 2019 Page T ID:mCGP e4emn MO ?PJkZDSyH 1 rznuuA•OCUSL3V8DVCR8YZUSNYaZpfOKVQJT4VEFtOZzcUz< -,-rVH 18 5 2 23-1-9 29.11.12 _ _30-16-4 34.3.0 34-6 6 S 7 6-8-7 6-10-3.1[} g 3 4-i2 O.3 Scr,:z = 7 ii4.6 Camber == 314 m ,871214TMH5 194 20 r �......_ . _ .... t i5 1': 23 13 24 25 12 20 2x4 li 4x5 2.4 ! 8x12 W.T20HB— LOADING(pe) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCL.L 0.0 * Rep Stress Ina NO BCDL 10,0 Code IBC2015/1'PI2014 LUMBER - TOP CHORD 2x6 DF No.2 BOT CHORD 2x6 DF No.2 *Except* B3: 2x6 DF 180OF 1,6E. B2: 2x6 DF 240OF 2.0E WEBS 2x4 DF No.2 k8l. -' �1 6 22 27 W 6x12 = 20 •1 ._ .. .. -T3.. 11 29 36 10 31 32 0, 4.10— — 2x,4 r - - 13.6-12 13-9-15 16-5-2 19-9-6 26-5-13 1 34-1 O 0-3 3.43 1-541 [116.0-5-112,04414 CS1. DEFL. in (Ioc) I/defl Lid TC 0.93 Vert(LL) -0.49 13 >838 240 BC 0.95 Vert(CT) -1.26 13 >326 180 WB 0.77 Horz.(CT) 0.19 9 n1a We Matrix -S 3) W7nd: ASCE 7.16; Vint=11 Mnph (3-5ecflnd gust) Vaso-87rnph; TCDL=6.0ps1; 8CDL=6.0ps1; 11=25n, B=46fl; L=358; eave=5R; Cat, IL Exp 8: Kd 1.00; endeared. MWFRS (dlraClional): cantilever left BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end vedicais, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17 = 3558/"-8 (min. 0-1-14) 9 = 4570/Mechanical Max Horz 17 = 113(LC 5) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-281/12.1-2=-280,139.2-3=-1 175810, 3-4=-11755/0.4-5=-1999(J/0.5-6=-1961`3/0. B-7=-13297/0, 6-9=-257/0 BOT CHORD 16-17=68140, 15-16{76788, 14-15=0116789, 13-14=Oi2O852, 12-13=0/20857, 11-12=0!17000, 10-11=018222, 9-10=118222 WEBS 2-17=-757414;4-16.564410,4-14=-17x'3$07; 5-14=-99110, 5-12=-1437!0, 6-12=013[341., 6-1 t=-4338/0, 7-11=075956, 7-9=-898810, 3-1 6=-31 610, 7-10=,$4/456.2-116=0/6464. 5-13=-37/429 NOTES - 1) 2 -ply truss to be connected together with 10d (0,131"x3") nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) A)I loads are Considered equally applied to all plies, exCept if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connectlana have been provided to distribute only bads noted as (F) or (B), untess otherwise indica(ed. Continued on page 2 29-11-12 34-3-0 34.8-6 PLATES GRIP MT20 22D195 MT20HS 165/146 Weight: 418 Ib FT = 20% Standard and right exposed ; end vertical Left and right exposad; lumber 3) Mao + Uninhabitable We Without Storage: Lumber DOL=1.00 plate grip DOL=1.60 Increase= 1.25, Plate a=1.25 4) Provhle adegrrale drainage to prevent water ponding. Uniform Loads (plf) 5) All pfams are MT20 plates unless otherwlsa indicated. Vert: 1.3--30, 3-8=45(F=45), 9-17=40 6) This truss has been designed for a 10.0 psf bottom chord live Concentrated Loads (lb) load nonconcurrent with any other live loads. Vert: 14=802(F) 23=-183(F) 24--183(F) 25=-183(F) 26=-183(F) 7) • This truss teas been designed for a live load of 20.0psr on the 27-153(F) 28-183( F) 29=-183(F) 30=-183(F) 31x•183(17) bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide 32=-183(F) will frl between the 130ROm ctlord and any other mom bars- 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber 8) (Refer to girder(s) For Russ to truss connections. Inor6age=1.60, Plate Increase= 1.60 9) This truss is designed in accordance with the 2015 International Uniform Loads (plij Building Code section 2306.1 and referenced standard ANSIrTP1 1. Vert: i-3=15, 3-20�-30(17=-45), 20-22=-35(F=-45), 10) Load case(s) 1, 2, 3, 4, 5, 61 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 8-22-AD(F=-45), 9.17--12 17, 18, 192 20, 21, 22, 23, 24. 25, 26, 27, 28 has/have been Horz: 1-17=12, 1-18=38, 1-20=-27, 20-22=-22, 8-22=-17,8-9=15 modified. Building designer must review loads to verify that they are Concentrated Loads (tb) correct for the intended use of this truss. Vert: '14=150(F)23=41(F)24=41(F)25=41(F)26=41(F)27=41(F) 11) Hangers) or other cwnection device(a) shall be provided 28=41(F) 29=41(F) 30=41(F) 31 r-41 (F) 32=41(17) sufficient 10 support corimilrated load(s) 1110 lb down and 158 lb 5) Dead + 0-6 MWFRS Wind (Pos. Internal) Right: Lumber up'at 113-0-12.267 Ib down and 49 lb up at 15,0.12, 287 Ib down Increase=1.60, Plate Increase=1.60 and 49 Ib up at 17-0.12. 267 lb down and 49 Ih up at 19.0.12, 267 Uniform Loads (p[0 1b down and 491b up at 21.0-12, 2671b down and 491'b up at Vert 13=5, 3-19=-40(F=-45), 19-21=-35(F=-45), 8-21=-30(F=-45) 23-0.12, 267 lb dawn and 49 lb up at 25•D•12. 267 lb down and 49 19-17=-12 Ib up at 27-0.-12. 267 Ili dorm and 0 Ib Up a1 29-0.12, and 267 Ib Hon: 1-17=-15, 1-18=-38, 1-19=-17,19-21=-22, 8-21=-27, down and 49 Ib up at 31-0-12, and 267 Ib dorm and 49 Ib up at "'-12 33.0-12 on bottom chord. The deatgn!selection of such connection Concentrated Loads (Ib) device(s) is the resporrsib)flty of others. Vert: 14=150(F) 23=41(F) 24=41(F) 25=41(F) 26=41(F) 27=41(F) 28=41(F)29=41(F)30=41(F)31-41(F)32=41(F) 6) Dead + 0.6 MWFRS Wind (Neg. internal) Left: Lumber LOAD CASE(S) Increase=1.Loa60, Pt Standard Unifomn d rE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Vert: 13-- Increase=1.25 Horz: i- i�1-18 8, 1.8.1, Uniform Loads (plf) Vert: 1-3=-70,3-8=-115(F=-45)2 9-17=-20 Concontrated Loads (lb) Vert: 14II-1110(1) 23=-267(F) 24=-267(F) 25=-267(F) 26=-267(F) 7) 27-267(F) 28---267(F) 29-287(F) 30=•267(F) 31=-267(17) 32=-267(F) 2)Dead + 0.75 Roof Live (balanced): Lumber Increase=1,25, Plate I=Case=1.25 Uniform Loads (plf) Vert: 1-3=•60, 3.8=-105(F=45), 9.17-20 CAncantraled Loads (lb) Vert: 14=-981(17) 23-235(F) 24=235(F) 25=-295(F) 26=-235(F) 8) 27=-235(F).28=7235(F) 29=-235(F) 30=235(17) 31=235(F) 32=-235(F) Vert: 27=49(F) uea Crtf Ina YVPFru(wlr(� IInlernal 1�1tjt Lumber O, PlPllate fricre11s}pe=�}.60 r* Vert: •. =-3 Uni M. S3Lgd176(F049�, N? Horz: 1-T8= 39, 8 Conce to Vert: 14 ds p 2R=49(F) �{ �-49 F-49(17) 27=49(Fl O Dead +0- Al ? ) 1st Parallel: Lumber Increase=1.60, Uniform Loads p -1 January 10, 2019 job - Tru55 -Trays Type TRUSS G1 MONOP€TCH JMW TRUSS, YUMA AZ LOAD CASE(S) Standard Uniform Loads (pin Vert: 1-3=12; 3.8=-33(F=-45), 9-17=-12 Horz: 1-17=-19, 1-18=-25, 1-8=-24,8-9=19 Concentrated Loads (Ib) Vert: 14=150(F)231(F)24=41(F)25=41(F)26=41(F)27=41(F) 28=41(F)29=41(F)30=41(F) 31=41(F)32=41(17) 9) Dead + 0,6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (pif) Vert: 1-3=3, 3-8=-42(F=115), 9-17=-12 Horz: 1-17=-19,1-18=-25, 1-8=-15, 8-9=19 Concentrated Loads (lb) Vert: 14=1 50(F) 23=41 (F) 24=41 (F) 25=41 (F) 26=4 1 (F) 27=41 (F) 28=41(F)29=41(F)30=41(F)31=41(F)32=41(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal)'Ist Parallel: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-8=-76(F=-45), 9-17=-20 Horz: 1-17=-10, 1-18=-25, 1-8=1, 8-9=10 Concentrated Loads (lb) Vert: 14=1 58(F) 23=49(F) 24=49(F) 25=49(F) 26=49(F) 27=49(F) 28=49(F)29=49(F)30=49(F)31=49(F)32=49(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-3=-31, 3-8=-76(F=-45), 9-17=-20 Horz: 1-17=-10, 1-18=-25, 1-8=1, 8-9=10 Concentrated Loads (lb) Vert: 14=1 58(F) 23=49(F) 24=49(F) 25=49(F) 26=49(F) 27=49(F) 28=49(F)29=49(F)30=49(F)31=49(F)32=49(F) 12) Dead: Lumber lnerease=0.90, Plate Increase=0.90 Pitt. meta'=0.90 Uniform Loads (pif) Vert: 1-3=-30, 3-8=-75(F=1176), 9-17=-20 Concentrated Loads (lb) Vert: 14= -594(F)23= -139(F) 24= -139(F)25= -139(F)26= -139(F) 27=-139(F) 28=-139(F) 29= -139(F)30= -139(F) 31=-139(F) 32=-139(F) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61,3-8=-105(17=-45), 9-17=-20 Horz: 1-17=16, 1-18=28, 1-8=1, 8-9=5 Concentrated Loads (lb) Vert: 14=51(F)23=23(F)24=23(F)25=23(F)26=23(F)27=23(F) 28=23(F) 29=23(F) 30=23(F) 31=23(F) 32=23(F) 14) Dead • 0.75 Roof Live (bal.) + 0.75(0,6 MWFRS Wind (Neg. Int) Right): Lumber increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-3=-61, 3-8=-105(F=-45), 9-17=-20 Horz: 1-17=-5,1-18=-28, 1-8=1, 8-9=-16 Concentrated Loads (lb) Vert: 14=51 (F) 23=23(F) 24=23(F) 25=23(F) 26=23(F) 27=23(F) 28=23(F)29=23(F)30=23(F)31=23(F)32=23(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Inn 1st Parallel): Lumber Increase=1,60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-8=-105(F=-45), 9-17=-20 Horz: 1-17=-8, 1-18=-19, 1-8=1, 8-9=8 Concentrated Loads (lb) Vert: 14=51 (F) 23=23(F) 24=23(F) 25=23(F) 26=23(F) 27=23(F) 28=23(F)29=23(F)30=23(F)31=23(F)32=23(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0,6 MWFRS Wind (Neg, int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-3=-61, 3-8=-105(F=-45), 9-17=-20 Horz: 1-17=-8, 1-18=-19, 1-8=1, 8-9=8 Concentrated Loads (lb) Vert:14=51(F)23=23(Fj24=23(F)25=23(F)26=23(F)27=23(F) 28=23(F)29=23(F)30=23(F)31=23(F)32=23(F) 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=15, 3-20=-30(F=-45), 20-22=-35(F=45), 8-22=40(F=45), 9-17=-12 Horz: 1-17=12,'1-18=38, 1-20=-27, 20-22=-22, 8-22=-17, 8-9=15 Concentrated Loads (lb) Vert: 14= -643(F)23= -156(F) 24= -156(F)25= -156(F)26= -156(F) 27=-156(F) 28=-156(F) 29=-156(F) 30=-156(F) 31=-156(F) 32=-156(F) 18) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (pin Vert: 1-3=5. 3-19=-40(F=-45), 19-21=-35(F=-45), 8-21=-30(F=-45), 9-17=-12 Horz: 1-17=-15. 1-18=-38, 1-19=-17,19-21=-22, 8-21=-27, 8-9=-12 Concentrated Loads (lb) Vert: 14= -643(F)23= -156(F) 24=-156(F) 25= -156(F)26= -156(F) 27=-156(F) 28= -156(F)29= -156(F) 30=-156(F) 31=-156(F) 32=-156(F) 19) Reversal: Dead + 0-6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Qty Ply 1 Jut? Reference (vpltonel) 040 Run: 8 210 s Apr 14 2018 Prim: 8.210 s Apr 14 2016 MiTek Irgumdes, Inc. Thu Jerr 10 09:47:24 2019 Paye 2 ID mCGRe46mnMQ?PJkZGSyH TrznuuA-0 USL3VBDVCRaYZuSNYaZpfOKVQJT4VEROZzcUzwf, I Standard Uniform Loads (plf) Vert: 1-3=-31, 3-8=-76(F=-45), 9-17=-20 Horz: 1-17=21, 1-18=38,1-8=1, 8-9=6 Concentrated Loads (Ib) Vert: 14=-635(F)23==148(F)24=-148(F)25=-148(F) 26=-148(F) 27=-148(F) 28= -148(F)29= -148(F)30= -148(F) 31=-148(F) 32=-148(F) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-3=-31, 3-8=-76(F=45), 9-17=-20 Horz: 1-17=-6, 1-18=-38, 1.8=1, 8-9=-21 Concentrated Loads (Ib) Vert: 14=-635(F) 23=-148(F) 24=-148(F) 25=-148(F) 26=-148(F) 27=-148(F) 28= -148(F)29= -148(F)30= -148(F) 31=-148(F) 32=-148(F) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=12, 3-8=-33(F=-45),9-17=-12 Horz: 1-17=19, 1-18=-25, 1-8=-24, 8-9=19 Concentrated Loads (Ib) Vert: 14=-643(F) 23=-156(F) 24=-156(F) 25=-156(F) 26=-15G(F) 27=-156(F) 28= -156(F)29= -156(F) 30= -156(F)31= -156(F) 32=-156(F) 22) Reversal: Dead + 0,6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=1 3-8=-42(F=-45%,9-17=-12 Horz: 1-17=-19,1-18=-25, 1-8=-15; 8-9=19 Concentrated Loads (lb) Vert: 14=-643(F) 23=-156(F) 24=-156(F) 25=-156(F) 26=.156(17) 27=-156(F) 28= -156(F)29= -156(F)30= -156(F) 31=-156(F) 32=-156(F) 23) Reversal: Dead +0,6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1,80, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-8=-76(F=45),9-17=-20 Horz: 1-17=-10, 1-18=-25, 1-8=1, 8-9=10 Concentrated Loads (lb) Vert: 14=-635(F) 23=-148(F) 24=-148(F) 25=-148(F) 26=-148(17) 27=-148(F) 28=-148(F)29=-148(F)30=.148(F) 31 =-148(F) 32=-148(F) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-3=-31, 3.8=-76(F=45), 9-17=-20 Horz: 1-17=-10, 1-18=-25, 1-8=1, 8-9=10 Concentrated Loads (lb) Vert: 14=-635(F) 23=-148(F) 24=-148(F) 25=-148(F) 26=-148(F) 27= -148(F)28= -148(F)29= -148(F)30= -148(F)31= -148(F) 32=-148(F) 25) Reversal Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int} Left): Lumber Increase=1 60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-6'1, 3-8=-105(F=45),9-17=20 Horz: 1-17=16,1-18=28, 1.8=1, 8-9=5 Concentrated Loads (lb) Vert: 14= -860(F)23= -218(F)24= -218(F)25=-21 B(F) 26=-218(F) 27=-218(F) 28= -216(F)29= -218(F)30= -218(F) 31=218(F) 32=-218(F-) 26) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg, int) Right): Lumber Increase=1.60, Plate Increase=1,60 Uniform Loads (pif) Vert: 1-3=-61, 3-8=-105(F=-45), 9-17=-20 Horz: 1-17=-5, 1-18=-28, 1-8=1, 8-9=-16 Concentrated Loads (Ib) Vert: 14= -860(F)23= -218(F)24= -218(F)25= -218(F) 26=-218(F) 27= -218(F)28= -218(F)29= -218(F)30= -218(F)31= -218(F) 32=-218(F) 27) Reversal: Dead + 0.75 Roof Live (bai.) 4 0.75(0,6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-3=-61, 3-8=-105(F=-45),9-17=-20 Horz: 1-17=-8,1-18=-19,1-8=11 8-9=8 Concentrated Loads (lb) Vert: 14= -860(F)23= -218(F)24= -218(F)25= -218(F) 26=-218(F) 27=-218(F) 28= -218(F)29= -218(F) 30=-218(F) 31=-218(F) 32=-218(F) 28) Reversal: Dead + 0.75 Roof Live (ba€,) + 0.75(0,6 PAWFRS Wind (Neg, Int) 2nd Parallel): Lumber increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-8=-105(F=-45), 9-17=-20 Harz: 1-17=-8, 1-18=-19, 1.8=1, 8-9=8 Concentrated Loads (lb) Vert: 14= -860(F)23= -218(F)24= -218(F)25= -218(F) 26=-216(F) 27=-218(F) 28= -218(F)29= -218(F)30= -218(F) 31=-218(F) 32=-218(F) 'ISS/ ,�� L JOAN [[me`gg r x J)t� A `l4U� %V t.7 C 66380 EXP 06130120 January 10, 2019 Job Truss Truss Type TRUSS !G2 MONOPITCH JMW fRU5S. YUMAAZ—'--`__.__�..�_ _ M-4 6.2.12 "_11_ _ _ 16-55-2.. 3-84 2-m 'T! 3-5-15 64.7 ._._ ._ .. Oty I Ply i 12 1 Job Refor ince (oplional) 041 0 s Apr 14 2018 Print: 8210 s Apr 14 2018 MiTek Industries, ttic. Thu Jan t4 09A7:26 2014 P e 1 46mnMO7PJkZ0SyH1 rznuuA• yacDmiWSkr6SONsjGZob2eEkNOJSKxzbXvk23gMz%vmVF 34•&8 -8-7 ... 29-71-12 __ 351.30-1 U-2-0. _ 3411-6 &&7 - - - ..— ._ .6-10-3 --... 6.10.8 3.4-11 •0-1-8 o -2-c S,: - Cambs: 16h; e25.r 1♦1M = Sz7 " I jXp; ZR - 5x7 -.' a 2x4 :I 4x1C'--. i� .. .5. r RI i3 8 L f _ --i---w-----�_ . :.: -. +AfE.. • '.Yrs., r".�n: r �`pm vii.-• ••:9�s. ,via. - vino- vni� I tij 15 .�.14 13 1 3x4 802 f1T2GHS4X5 = 2x4 fixe`_ 34-641 Q� &� 18;Q -t5 1A8 T6S-1 29-11-12 34.3-0 3 . B':1R 7 &fi•7 a-} 0-T-. .-- �• ... _....... �....� _ __.... ..._� ... 0.2-0 .--- te�eats_.-_. 7]-2 t]• 8:0.3�D-3�4 - - - LOADING(psf) € SPACING- 2-0-0 CSi. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1,25 TCDL 15.0 TC 0.83 Vert(LL) -0.51 14-15 -796 240 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BC 0.92 Vert(CT) -1.2214-15 >334 180 WB 0.80 Horz(L'T) 0.22 1t n/a n/a BCDL 10.0 Code IBC2015/1'PI2014 Matrix -S LUMBER --- TOP CHORD 2x4 DF No.2 *Except` T2: 2x4 DF 1800F 1.6E 6) Ws frogs has been designed for a 10.0 psf bottom chord live BO•T CHORD 2x4 DF No.2 *Except' load Ilonconcurrant with any other live loads. B3: 2x4 DF No. 1, B2: 2x4 DF 1800F 1.6E 6) • This truss has bean designed for a live load of 20,Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide BRACING- will fit between the bottom dhurd and any other members. TOPCHORD 7) Refer to girders) far buss to truss connections, Struakiral wood sheathing directly applied or 2-2-0 oc purlins, except 8) This truss is designed in accordance with the 2015 International end verticals. Building Code section 2306.1 and referenced standard ANSI/TPI 1. BOT CHORD 9) Hanger(s) or other 0annecrlon device(s) shall be provlded 2 Rigid ceilingdirect) applied or 10-0-0 oc bracing,p Exce t suffiderd to support concerllrated load(s) 90 11b down at 6.2.12, and 2 ti oc brrAq: 14-151 3-14. 90 tb down al 29-11-12 on lop cholxF. The designiselecllon of such WEBS ominectlwt devlre(s) is the responsibility of others. 1 Row at midpt 7-11 10) In the LOAD CASE(S) section, loads applied to the fare of the MlTafr recommends ttlal StablGzers and requlred cross bracing be installed during truss erection, in accordance with Stabilizer truss are noted as Imnt (F) or back (8)_ Instattallon guide. _ LOAD CASE(S) REACTIONS. (Ib/size) 17 Standard 1) Dead -+ Roof Live (balanced): Lumber Increase=1.25, Plate = 167910-3-B (min. 0-1-12} lncreasa=1.25 11 = 1657/Mechanical Max H Uniform Loads (plf) = 17 = 85(LC 9) Vert 1-9=-70, 10-17=-20 Concentrated Loads (lb) FORCES. (ib) Vert: 7=-90(F) 3=-90(F) AAex. Comp../Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4480/0. 34=4475;0, 4-5=-6374/48. 5-6=-6179/61. 6-7=-4181/0 BOTCHORD 16-17=-68/2879, 15-16=SW5824. 14-15=155/8657, 13-14=-116/5512, 12-135+-0127'03, 11-12=Q12703 WEBS 2-17=-315015, 4-16=-1543/765, 4-15=0/638, 5-15=-3381128, 5.14=5871101, 6-14=0/790, 6-13=-15971142, 7-13=-25/1769, 7-11=-3084/0, 2-16=0/1945 NOTES - 1) Unbalanced roar live loads hflvo been considered for this design. 2) Wind: ASCE 7-10; Vult-1IOrnph (3 -Second past) Vasd=87oriph; TCDL=S.Opsf; BCDL=6•Opsf; h=25ft; B-45ft: L-35fl; eave=oft: Cat II; Exp 13; Kd 1.00; endosed; MWFRS (direcllonaq and C -C Extedor(2) 0- 1.12 to 35-4, Interior(1) 35-4 to 341-8 zona: cantilever left and dghl exposed , end vertical left and right exposed;GC for members and forces & MVVFRS for reactions shown-, Lumber DOL=1.80 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. PLATES GRIP MT20 220,195 MT20HS 165/146 Weight: 156 lb FT = 20% /��as �ssio�r JQIANG CAG `icy C 663801 EXP 08/3O120 January 10, 2019 (Job Truss Truss Type f TRUSS H1 Monopitch -- - .- ----------- JAd4V 7RUSS. YUMA AZ T 2.0-8 2.6.0 4-4-8 6-2-12 .7-6-0. 13-5-7 19-4-14 2-0-8 0.5 87-1p•8 1-10 4 1-3 AT 5 11-7 5.114 3%4 25 7 2x4 3x4 - 414::: 4%L•' 3 2P• 4 5 26 ws ra"� isJ ws vra ,tri_ m - at 24 23 22 19 2.14 11, 2%4 = x92 = 3x4 - _0%3 -1 2x4 18 8x12 AAT2UHSS 29 6 Qty Ply 2 f ,lot] Reter&ice(opltenel) 042 Run: 6-210 s Apr 14 2018 Print B.2SO s Apr 14 2b I8 Walk Indus4des, Inc. Thu Jan 10 09:47:28 2019 Paye 1 I D : mC G Re46 mn MO? PJkZOSyH l rznuuA-vzjzBRYiGjitdAtfhDd Wjfpi R7 mYPx_gM2xAl Fzwm V D 22-4-10 22-6-4 25-4-5 31-3-12 34-3-8 34-7-0 2-11.12 _ I1-12 D-1-70 2-10-1 6.11-7 2.1I-12 0.3-8 0.25172 4.6 2X4 3110 11 3x4 „ ;8x12 A1'2UH - 4e5 = , <' f 12 316_ 2-0-8 2.8 0 4-4-B 10-5-11 22-4-10 281 34-7-0_ 2-0-8 p-5.81-10.8 B-1-3 _.�_...__ ...... _. . _ _r Plate Offsufs [X�Y}, jB:tY_2-12,D Oir iQ2 --0 - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefl Lid -- - ......... PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.93 Vert(LL) -0.36 14-15999 240 MT20 220i195 TCDL 15,0 Lumber DOL 1.2.5 BC 1.00 Vert(CT) 0.8714-15 >435 180 MT20HS 1651146 BCt.I_ 0,0 * Rep Stress Incr NO WB 0.55 Horz(CT) 0.13 12 Na n/a BCDL 10.0 Code IBC2015/TPI2014 - - Matrix -S Weight: 165 Ib F1' = 20% LUMBER - TOP CHORD 2x4 DF No,2 BOT CHORD 2x4 N *Except* 4) This truss ties been designed for a 10,0 psf bottorn chord live 68: 2xx4 IF No.1 load rlonconcurrent with any other live loads. WEBS 2x4 DF No.2 o. 5) * This truss has been designed for a live load of 20.Opsf on the BRACING- bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide TOP CHORD roil: fit between the bottom chord and any other members. Structural wood sheathing directly applied or 1-1014 oc purlins, except 6) Refer to girder(s) for, truss to truss connections. 7) This truss is designed in accordance with the 2015 International end verticals. BOT CHORD Building Code section 2306.1 and referenced standard ANSl,/TPl 1. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8) Hanger(s) or other connection device(s) shall be provided 6-0.0 oc, bracing: 20-21, sufficient to support concentrated load(s) 90 Ib down at 6-2.12, and 6-0-0 oc bracing: 18-20 90 Ib down at 22-64 on top chord. The design/selection of such 10-0-0 oc bracing:21-23 connection device(s) is the responsibility of others. Wek recommends that Stabiltzem aruf rsglilred cross braeing 9) In the LOAD CASE(S) section, loads applied to the face of the be installed during truss erection, in accordance with Stabilizer truss are noted as front (F) or back (B). I Installation guide. REACTIONS. (lb/size) LOAD CASE(S) Standard 12 = 1483/1vlechanical 1) Dead •+ Roof Live (balanced): Lumber Increase=1.25, Plate 20 = 1792/0-5-8 (min, 0-1-15) Increase=1.25 Max Horz Uniform loads (plQ 20 = 134(LC 9) Vert: 1-11=-70, 23-24=-20, 22-23=-20. 20-21=-20,16-19=-20, FORCES. (lb) 12-18=-20 Concentrated Loads (lb) Max Gomp.rtvlax.'ren. - All farces 250 (lb) or less except when Vert: 8=-90(F) 27=-90(F) shown. TOP CHORD 2-3=-211!255, 4-5=-123210, 5-6=-4416/0. 6-7=-5580/0. 7-8=-519910, 8-9=-5208/0, 9-10=-3164/0 BOTCHORD 16-17=0/323-1, 15-16=-36;5338, 14-15=0/'5632, 13-14=0/4404. 12-13=.53/1821 OV ES$1�� V V 4-17=-20i951; 4-20=-1834/0.17-20=011235, �� 5-17=233'1;39; 5-16=0/1392, 6-16=-11151118, 6-15=0!365, 7-14=537/105, 9-14=011004, �Lv� JIQM. CAO : 9-13=-1556/19.10-13=011708,10-12=-2258/53 ? ggpp " C 6638 ' NOTES- � 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; XP ��� TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=35ft; eave=oft; Cat, II; Exp B; Kd 1.00; enclosed; MWFR5 (directional) and C -C ExterW(2) 0-1-12 to 3-711, Intedof(1) 3.7.4 to 34-5-4 none; cantilever left and right exposed ; end vertical left and right exposed;C-C for members i `P and (nines & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 1>0I.=1.60 2) Provide adequate drainage to prevent welter ponding. 3) Alt plates areMT20plates unlessotherwise indicated. January 10, 2019 Job ....Ttugs Truss TYPO Oty ;Ply .. •TRUSS H1D GABLE JMW TRUSS, YUMA AZ JoU Reference (optional) 043 Run: 8.210 s Apr 14 2018 Prim: 8.210 s Apr 14 2018 MiTek Indu sides, Inc. Thu Jan 10 09:47:33 2019 Page 1 ID: mCGRe46mnh107PJk,ZO5yHI rznuuA•FxXsE8cr5GtAjxlcTmDiQixfR8as49HZWKExQSzwmV8 - --3� _ 34-7-0 34-3-8 0 '3.8 Scan = T rr.. � 19 20 21 22 I I. `.eT 3x4 1t S rfSsrii. 56 Grp sr2e L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 By 4 38 37 ,7x8 _ ti 2' v 3 4 5 6 7 0 7 9 10 u. 11 -12 13 15 W '' i5'!�', �iY _. :.• ..-.�^ ..,.. _ .� i .__. , .. �T __-ty.. --:r-. ....,E-a�._._._.Tr7----�.�""' LUMBER - . all. 1kY Sit $YS $TO sus 578 377 513, Sr B'I� SYfOal urea ST ' P 54-55=-2530/2518, 53-54=-238112368, Lumber t30Ln(1.33) Plate grip 00L=(1.33) Connect truss to resist OTHERS 2x4 DF No -2 r f, BRACING- 54 53 52 51 a. 49 48 47 46 45 44 43 42 7x8 " `ux6 11 , 5.4 44-45=-866/853,43-44=-698/685,42-13=-5291517, Standard BOT CHORD 41142=-361;348, 38-39=-384/370, 34-7-0 34-7.0 16 17 18 58 19 20 21 22 I I. `.eT _ 1t S rfSsrii. CST. Grp sr2e L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 By 41 40 39 5x4 38 37 36 35 0.25112 '5r.4i 23 24 25 26 27 26 tY;1 I ►'� f .iii' P• r .. _ l:( i 34 35 32 31 36 29 5x6 7xs _ ate sets 7C Y 2 0 3 7 F ....[._-3-0.0- 1-1x1:i4 1,�, r�EG .- _ LOADING(psf) SPACING- 2-0-0 CST. DEFL. in 4oc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,53 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a - n/a 999 1 BCL.I. 0.0 ' Rep Stress Incr NO WB 0.74 Horz(CT) -0.04 40 We n/a f BCDL 10.0 Code IBC2015/TPI2014 Matrix -S Weight: 166 ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 BOT CHORD 12) This truss has Keen designed for a total drag load of 4365 Ib. WEBS 2x4 DF No.2 54-55=-2530/2518, 53-54=-238112368, Lumber t30Ln(1.33) Plate grip 00L=(1.33) Connect truss to resist OTHERS 2x4 DF No -2 52-53=-2195/2199,51-52=-204412031. drag Toads along bettpm Chord from 0.9.0 to 34-7-0 for 126.2 pit. BRACING- 50-51=-1876/1863, 49-50=-1707/1695, TOP CHORD 48-49=-1539/1526, 47-48=-•1 37111358: Structural wood sheathing directly applied or 4-0-1 oc, purlins, except 46-47=-120211190,45-46=-10',34/1021. LOAD CASE(S) ( ) end vadlcals. 44-45=-866/853,43-44=-698/685,42-13=-5291517, Standard BOT CHORD 41142=-361;348, 38-39=-384/370, Rigid ceiling directly applied or 3-10-7 oc bracing 37-38=-5531538, 36-37=-721/707, 35-36=-8891875. MrTek recomnlands that Sta6ilzms and required cross bracirig� 34-35=-1058/1043, 33.34=-1226/1212; be installed [taring truss erection, in accordance with Stabilizer 32-33=-1394/1378, 31-32=-1539/1543, In¢tallatlan guide_.-_ 30-31=-1725,1711, L9-30=-1884/1851 ...-...- WEBS REACTIONS. All bearings 34-7-0. 2-54=-3563;3600, 26-31=-332/303, (lb) - Max Horz 27-30=-3698/3656,2-56=-4507/4445, 55= 134(LC 28) 27-29=-4289/4306 Max Uplift All uplift 100 Ib or less at joint(s) 52, 51, 50, NOTES - Z. 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 1) W nd' ASCE 7-10: VLA (=11 Ornph (3 -second gust) Vasd-87mph; 37, 36, 35, 34, 33 except 54=-3624(LC 28), TCDL=6.Opsf; BOOL-O.Gpsf; h=25ff; B=45tb L=35ft; eave=211; Cat, 53=-127(LC 26), 32=-151(LC 2$), 31=-258(LC 27), II; Exp B: Kd 1.00; endesed; MWFRS (directional) and C -C 30=.3748(LC 25.), 55=-372IRLE 25), 29=-3901 (LC; Conlar(3) 0-1-12 to 344, Extencr(2) 3-7-4 to 34-54 tone; 28) cantilever left and right exposed: end vertical left and rtgl;t Max Grav exposad;C-C for members and farces & MWFRS for readons All reactions 250 Ib or less at joint(s) 53, 52, shown; Lumber DOL=1.60 plate grip DOI_=1.60 51, 50, 49, 48, 47.4B. 45, 44, 43, 42, 41, 40, 2) Truss des"od for wind loads in the plane of the hVss only. For 39, 38, 37, 36; 35, 34, 33, 32 except sleds exposed to wfrrtl (normal to the face), see Standard industry 54=3684(L.0 29), 31=325(LC 38), 30=3829(LC 32), Gable End Details as applicable, or consult qualified building 55=3784(LC 32), 29=3916(LC 29) designer as per ANSUTPi 1- 3) Provide adequate drainage to prevent water ponding. FORCES. (lb) 4) All plates are 2x4 MT20 unless otherwise irndicated. Max. Comp./Max, Ten. •- All forces 250 (lb) or less except when 5) Gable requires conllnuous bottom chord bearing. shown. 6) Gable studs spaced at 1-4-0 oc. TOP CHORD 7) This truss lies been designed for a 10.0 psf bottom chord live 2-3=-2364;2373, 3-4=-2192/2201,4-5=-2024/2029, load wriconcurrent with any other live loads. 5-6=-1856/1865, 6-7=-1688/1696, 7-8=151911527, 8) " This truss has been designed for a live load of 20.Gpsf on the r� r j� G [ hOfl v <�FrlS13` liflt!. 8-9=-1351/1359, 9-1 G=-1183/1190, bottom chord In all areas where arectangle 3-6-0 [all by 2-0-0 wide 10-11=-1014/1022, 11-12=-846/853. 12-13=-678/685, will fit behveen the bogom chord and any other members. �•r1 { 66380 13-15=-510/518, 15-16=-340/349,18 -1 9=-3 641374, 9) Bearing al jolnt(s) 55, 29 considers parallel to grain value using �* 1 19-20=-533/543, 20-21=-701/712, 21-22=-8691881, 22-23=-1038/1050, ANSIfiPI 1 angle to grain formula. Building designer should verify bearing r" EXP 06/30/20 j 23-24=-119511220, 24-25=-136311377, 25-26=-153811554, capacity of surface- 10) Provide meclianmal connection (hy others) of truss to bearing 26-27=-1701/1717 plate capable of withstanding 100 lb uplift at joint(s) 52, 51, 50, 49, BOT CHORD 54-55=-253012518, 53-54=-2381/2368, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39. 38, 37, 36, 35, 34. 33 except Ot=1b) 54=3624, 53=127, 32=151, 31258, 30=3748.55=3739, �{ \ 52-53=-2195/2199,51-52=-2044/2031, 29=3907- iLf� 50-51=-1876/1863, 49-50=-1707/1695, 11) This truss is designed in accordance with the 2015 International 48-49=-1539/1526, 47-48=-1371/1358, Building Code section 2306.1 and referenced standard ANSVTPI 1. January 10, 2019 Jab Truss Truss Type - 4h, Ply _ I TRUSS H2 Monopitcli 15.0 4 1 JMW TRUSS, YUMA AZ - 0.0 ' Rep Stress Incr Job Reference (gpilonal) ...._...... 044 BCDL 10.0 Code IBC2015/TPI2014 180 Run: 6.210 s Apr 14 2018.Pnnl; 8.210 s Apr 14 2019 MITek insrrldues. Inc. TNu Jan 10 09:47:35 2019 Paggee 1 ID:mCGR046mnMO?PJkZDSyHirznuuA-BJfcfgd5dtbtyFv7riBFAV7Cx8xAJX8fszdj2Vt.xwmV6 2-6-0 WS 0.43 Horz(CT) 0,12 11 n1a 2-0-82:1+1 4-4-8 2-0-8 t!•112 1-10-8 6-2-12 7-6-0 1-10-4 1-3-4 ?3-5-7 5-11-7 I 191-14 22-4-10 '221-4 `25-4-5 3"-4 :31-3-0 34 M-12 Weight:150tb 5-11-711-12 0-1-10 2-•i0.1 4-7-15 1-2-12 3J Sola = 1.49.5 L'amher = 5116 ir•. 3x4 ':'- 0 25112 19 3 x 2e 4x5-- 1 2 21 4x5- 5x5= 47 1x4 -$;51 - 4x4.: 29 25 & Wt pr# � .y1r �1N 4 -- YYG, r =•^^• +} Vfe- 4tiM10 w12 VJ^t W1.1iY1r�G: w .• - _.—..—. -_ ..._ ._ _ .... _ ._. 159 ' 16 17 2r,4 :1 16 ,6 14 13 10 12 3.4 - 4.6- .. 6x52 MT26HS-•, 3x4 6x8 - -1 11 - 4-4- 3x4 - 2z4 2.6-0 2-"2- 444 444 105-11 4&2. abs a ,28.4.1 .31-3-D Z4'$ -1L 1-7rF90.1.112 5»11-79-14-7 - - �z-la - —'- — — - ... -._....._ 1-0-0 Plate OlIaalx�X,!'�4;t},2-8,17�3p), [7:�-2�,0.30] LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 180 LUMBER- - - — TOP CHORD 2x4 DF N0.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Nc.2 BRACING- ' TDP CHORD Structurdl wood sheathing directly applied or 2-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing; Except: 6-0-0 oc bracing: 17-18,16-17. fM1Tek recommends 8191 Stabiltzers and required cross bracing be installed during truss erection, in accordance with Stabilizer 1nslatlstf[St.guidC,. REACTIONS. (lbisize) 11 = 14-1910-5-6 (min. 0-1-8) 17 = 1547/0-5.8 (min. 0-1-10) Max Horz 17 = 149(L.0 9) FORCES. (lb) Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1409/0, 3-4=-3853/0, 4-5=8356/0, 5-6=-3414/0; 6-7=-342610, 7-8=-878/23 BOT CHORD 16-17=-1751256, 15-16=-5713041, 14-15=-79/4423, 13-14=0/4118,12-13=Of2313 WEBS 3-16=-1930/39, 3-15=-3&": 4-15--692/135, 5-14=01537, 5-13=-869/116, 7-13NO11390, 7-12 1799112, 8-12=0/1427, 8-11=-1446126, 2-17=-1484/0,2-16=0/1795 NOTES - 1) Unbalanced roof ove loads have been Considered for this design. 2) Wind: ASCE 7-10; Volt-110mph (3 -second gust) Vasd-87mph: TCDL=8.0psf; BCDL=6.0psr; 11=25R; 8=4511. L-310; eave=4fl; Cat_ II; Exp B; Kid 1.00; enclosed: MWFRS (directional) and C -C Exlenor(2) 0.1-12 to 3-3-4, Inletio01) 3-U to 31-1-4 zone; van lilever left and right exposed ; end vertical left and right exposed;C•C for members and kwoe . & MWFRS for reactions shnwn; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding,, 4) All pleles are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 CSL DEFL. in (loc) I/deft Ltd PLATES GRIP TC 0.71 Vert(LL) -0.23 14 >999 240 MT20 220M95 BC 0.92 Vert(CT) -0.5614-15 >594 180 MT20HS 165/146 WS 0.43 Horz(CT) 0,12 11 n1a n/a Matrix -S Weight:150tb FT=20% 6) 'This truss has been designed for a live load of 20.0psf on the bottom Chord in all areas where -a reclangle S-9.0 tall by 2-0.0 wide will fit betweon the bottom chord and any alher meratim. 7) This truss is designed in accordance with the 2015 intern aftnall Building Code section 2306.1 and referenced standard ANSVrPI 1. 5) Load case(s) 1, 2.3,4; 5. 6, 7, 6, 9, 10, 11, 12, 13.14, 15, 10.17. 18, 19, 20.21.22, 23, 24 hasMave been modified Building designer must review loads to verify that they are correct for the Intended use of this truss. 9) Hanger(s) or other Connection devices) shat€ be provided sufficient to support Concentrated load(s) 90 tb down at 13.2-12, and 90 Ib down at 22-64 on lap chord. The destgnlsefecuon of such connection davke(s) Is the rosponslbility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (8), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Unifom) Loads (pll) Vert: 1-9=-70, 10-18=-20 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 2)Dead + 0.75 Roof Live (balanced): Lumber increase=1.25, Plate Incrme=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber InCrease=1.25, Plate IneMase=1.25 Uniform Loads (plf) Vert: 1-9=-30, 10-18=40 Concentrated Loads (Ib) Vert: 6=-90(F) 22=-90(F) 4) Dead + 0.6 C -C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=21, 9-21=16, 17-18=20,11-17=-12. 10-1 1=20 Horz: 1-18=14, 1-19=48, 1-21=-33. 9-21=-28, 9-10=26, 9-20=41 Concentrated Loads (tb) Vert: 6= -90(F)22= -90(F) 5)Dead+ 0.6.0-C Wind (Pos, Internal) Case 2: Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (pit) Vert. 1-25=16, 9-25=21, 17-18`20, 11.17+12, 10-11=20 Harz: 1.18=-26, 1-19=-41, 1-25=-28. 9-25-33, 9-10=-14, 9.20=48 Standara Conceniraled Loads (117) Vert: 6=-90(F) 22=40(F) 6) Dead + 0,6 C -C Wind Meg, lhlemal) Case 1: Lumber tndiease=1.60, Plate Inrrease=1-60 Uniform toads (p1f) Vert. 1.9=40, 17-18=-15, 11.17=-20, 10-11=-15 Hoz: 1-18=-17, 1.19=27, 1.9910, 9-10=44. 9-20=41 Concentrated Loads (lb) Vera: 6= 9NF) 22s90(F) 7) Dead + 0.6 C -C Wind (Nog. Infernal) Cage 2: Lumbar Increase=1.60, Plate Incr[�ase=1.80 Unlronn Loads (plq Vert: 1-9=-40, 17-18=-15, 11.17=-20, 10-11=-15 Herz: 1-18=24, 1-19=41, 1-9=10, 9-10=17, 9-20=27 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase -1.60 Uniform Loads (plf) Vert: 1-23=16, 7-23=9, 7-9=5, 17-18=5,10-17=-12 Herz: 1-18=12, 1-19=38, 1-23=-28, 7-23=-21, 7-9=17, 9-10=15, 9.20=25 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 9) Dead + 0,6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (plf) Vert: 1-22=5, 22-24=9, 9.24=16; 11.18=12, 10-11=5 Horz: 1-18=-15, 1- 1 22-24=-21, 9-24=-28, 9-1U=-12, 9- n ri -ncer1�(%S� Van: Ba [F) 10) Dead {� RS Wind (14s - In Lumber (pit) 11-1��.20 1-1 9-1 Lumber l vem Ven: 1 Horz: 1-1 = 5 -21, 9-20=-38 Concentrated -' ver rrsD`F)J- January 10, 2019 JOb muss Truss Tyle Qty My TRUSS H2 Monopifch 4 1 JMW TRUSS, YUMA A2 Jab Reference foplwnel) 045 Run: 8.210 s Apr 14 2018 PnaL 8-210 s Apr 14 2010 MITr,k Irido9Ines. Inc- Thu Jan 10 09-47:55 2019 Paye 2 I D: mCG Re45(n n MO?PJk;LOS yH 1 tzniruA•BJfcfgd 5d t btYFv?bBF AV 7cx8xAJXBf szdj2V L Z W M V 6 LOAD CASE(S) Standard 12) Dead + 0.6 MWF RS Wind (Pas. Internal) 1 st Parallel: Lumber Increase=1.67, Plate increase=1.60 Uniform Loads (pif) Vert: 1-9=12,17-18=5, 10-17=-12 Horz: 1-18=-19, 1-19=-25, 1-9=-24, 9-10=19,9-20=25 Concentrated Loads (lb) Vert: 6=-90(F)22=-90(F) 13) Dead + 0.6 MWFRS Wind (Pati. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-9=3,11-18=-12, 10-11=5 Horz: 1-18=-19:1-19=.-25, 1-9=-15, 9.10=19, 9.20=25 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 14)Dead • 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber increase=1.50. Plate Increase-l.tSff Uniform Loads (pin Vert: 1-9=-31, 17-18=-3, 10-17=20 Horz: 1-18=-10, 1-19=-25, 1-9=1, 9-10=10, 9-20=25 Concentrated Loads (lb) Vert: 6=-90(F)22=-90(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Inraeese=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-9=-31, 11-'18=-20, 10-11=-3 Horz: 1-18=-10, 1-19=-25, 1-9=1, 9-10=10, 9-20=25 Concentrated Loads (lb) Veit: 6=-90(F) 22=-90(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1-9=-30,10-18=-20 Concentrated Loads (lb) Vert: 6=,90(F) 22G-90(F) 17) head + 0.75 Roof Live (bat.)+ 6.76(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-9=-61, 17-18=-7, 10-17=20 Horz: 1-18=16, 1-19=28, 1-9=1, 9-10=5, 9-20=19 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.$ MWFRS Wind (Neg. Int) Riga): Lumber Irrrease=1.60, Plate increase= 1.60 Uniform Loads (pif) Vert: 1-9=-61, 11 -1 8=-20, 10-11 =-7 Horz: 1-18=-5, 1-19=-19, 1-9=1, 9-10=-16, 9-20=-28 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1St Parallel): Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (pin Vert: 1-9=-61, 17-16=-7, 10-17=-20 Horz: 1.18=-8, 1-19=-19, 1-9=1, 9-10=8, 9-20=19 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 20) Dead + 0-75 R(rol Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plele Increase=1.60 Uniform Loads (pin Vert: 1-9=-61, 11-18=-20, 10-11=-7 Horz: 1-16=-8, 1-19=-19, 1-9=1, 9-10=8, 9-20=19 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 21.) 1st Dead + Roof Live (unbalanced): Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-9=-70, 10-1 8=-20 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-9=-30, 10-18=-20 Concentrated Loads (lb) Vert: 6=-90(F) 22=-90(F) 23)3va Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, fCj Plate InWoase=1.25 Uniform Loads (pin 4��5 fq (�4 Vert: 1-9=-60, 10-18=-20 Concentrated „ J1 NG CAv Loads (lb) �� f r Vert: 6=-90(F) 22=-90(F) �a 24) 4th Daad + 0.75 Roof Live (unbalanced): Lumber Increase=125, C 663810 Plate m Loads (plf) Uniform Loads (plf) m C„ �.� EXP 06130/20 Vert: 1-9=-30, 10-18=-20 Concentrated Loads (lb) a Vert: 6=-90(F)22=-90(F) January 10, 2019 Job Truss - Truss Type Qty ply TRUSS H3 MONOPITCH 2 1 ___ -. -_ ..... . Jub Rsferenca (oplianar) 046. . JMW TRUSS. YUMA AZ � � � � � �-- �-- -� Run: 8.210 s Apr 14 2048 Print: 8.210 5 Apr 14 20 16 MiTek Indusldes, Inc. Thu Jan 10 09:47-36 2013 psgo 1 It7:mCGRe46mnMO? PJkZOSyH1 rznuuA-gWC7(AejOBjkaOLB9urriP2L99cLYRGbO?CHTG1 nxwmv5 2-4-8f- 2--0_ 149 �2-12.-6-0_ i_ _ -7 .4.1A .4-10 .0 -4.5 _0 6, _ --- --- 3044 _31.3-0 M-" 2-0-8 - 8 1-10-4 1-3-4 117 5-11-7 2.11.12 D•1+10 2.10.1 4-7-15 1-2-12 3.441 Sv !c=t:iU6 C-bek = i', 6 i5-. 3Y.4 .: 025112 _ Syc 4x4 - 27 2x4 I : 3.4 11 e _ 3x4 : 3x5 :: .3 4 6 30 6 31 7 A 32 10 11 f 1+1b ` via - ulna r1e 19 ,v5- -:ura. .►►" 5-r,, , -r,nt3, ,Nt�.-� !.•"•Wr '" - -.....` tio 25 6,8- 23 20 17 16 15 ...�.._s{t4 5-r_? E13 s 1 tz 24! 2x4- -_�5,; 3x4 - 4.4 3.4- 2.41". 3.4 2x4 I 2�8.. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5)' This truss has been designed for a live load of 20-Opsf on the 24�i4D bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 28.4.1 2•[G8�3� i-1[i•B 8-1�' 5.7, 7 S 1• iL •7 � . sufficient to support concentrated load(s) 90 Ib down at 6-2-12, and RigidCHARD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: • 6-0-0 ac bracing: 21-22,18-19. connection device(s) is the responsibility of others. ,-O D Plate gi RSq s X X2 -8p-3=0_], j 5-12_S.D 3 01 17 04Z,gogl, f2t:0-2-12 Edg01 - - ..._ _ LOAD CASE(S) Installati Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate REACTIONS. (Ib/size) Increase=1.25 LOADING(psf) SPACING- 2-0-0 CSI. Vert: 1-11=-70,24-25=-20; 23-24=-20,21-22=-20,19-20=-20, DEFL. in floc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.21 16 -999 240 MT20 2201195 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.52 16-17 >634 180 BCL.L 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.09 13 n/a n/a BC DL 10.0 Code IBC201511'P12014 Matrix -S 9-14=-1755/6,10-14=0/1395, 10-13=-1421/22 Weight: 156 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5)' This truss has been designed for a live load of 20-Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide BRACING- will fit between the bottom chord and any other members. TOP CHORD 6) This truss is designed in accordance with the 2015 International Structural wood sheathing directly applied or 2-T-2 oc purlins, exceptBuilding Code section 2306.1 and referenced standard ANSUTPI 1.7) end verticals. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down at 6-2-12, and RigidCHARD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 90 Ib down at 22-6-4 on top chord. The design/selection of such 6-0-0 ac bracing: 21-22,18-19. connection device(s) is the responsibility of others. 6-0-0 oc bracing: 19-21 8) In the LOAD CASE(S) section, loads applied to the face of the 10-0-0 oc bracing: 22-24 truss are noted as front (F) or back (B). MiTek recommends that $Iijblpzers and requlrad cross krsciilg be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) Installati Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate REACTIONS. (Ib/size) Increase=1.25 21 = 1582/0-5-8 (min. 0-1-11) Uniform Loads (plf) 13 = 1393/0-5-8 (min. 0-1-8) Vert: 1-11=-70,24-25=-20; 23-24=-20,21-22=-20,19-20=-20, Max Horz 12-19='-20 21 = 149(LC 9) Concentrated Loads (lb) Vert: 8=-90(F) 29=90(F) FORCES. (lb) Max. Comp./Max_ Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1039/0; 5-6=-357910, 6-7=-4186/0; 7-8=-3323/0; 8-9=-3335/0, 9-10=-859/24 BOTCHORD 17-18=-16/2699,16-17=-4714214,15-16=0/3966, 14-15=0/2259 WEBS 4-18=33/801, 4.21=-1588/0.18-21=0/1050, 5-18=-1937150, 5-17=0/1032, 6-17=-7701129, 7-16=0/299, 7-15=-817/110, 9-15=0/1345, 9-14=-1755/6,10-14=0/1395, 10-13=-1421/22 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; 13CDL=6-Opsf; h=25ft; B=45ft; L=31ft; eave=4fl; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 04.12 to 3•.3-4. Interior(1) 3-3-4 to 31-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. ,mow Jl�11A%� CAu �� C-0 G 66380 EXP 06/30€20 ia"013`' ("VA\ January 10, 2019 Jab Truss Truss Type City Ply TRUSS 1-13A Monopitch 3 1 JMW TRUSS. YL1tv]A A2 Job Rafprrruce (apltorsal)... _ 047 Run: 8.210 s Apr 14 2018 Pdnt: 8.216 s Apr 14 2018 MiTek IndusVtme, InC. Tlta Jan 100$;47:37 2019 Pege1 ID:mCGRe48mnMO?PJk? SyH1rznuuA-81mN4WfLoUfbCY3NICHesYilL,gluO?2Ml9RxC9ZEzwmV4 31-3-0 -0-8 2-0-0 44-8 8-2-12 7.8-0 13-5-7 194-14 221-1U 22.6.4 2511-5 28-4- 2-0-8 6-"ri3 1-10-8 1-101 1 9-31 5-1'1-7 i 308--43,+1.0 334 -8 `•1-11-7 2=11-12 ¢t=fU 2-10-1 2-13-12 I 1-8-3 0.$�i2 ' 0-11-0 Scale= r508 Camber = 5r:6 in 3x4 ... SPACING- 2-0-0 CSI. DEFL. 33 L/d PLATES GRIP 5x5 3x4'- 3x5 Vert(LL) -0.20 23 1999 r 2 3 35 4 5 37 0 p -1'14--... ..._. _... ... -J `x'F�,'��..��.� 180 '1'44 LW U^ as aka 1!g ••'� ..Md.• `��ArO.� .yy.. ,•;YST4, a3 14 517: �P- W4 _ may• E.I.. ..- ..... ....- ....}.. - ... .._ ._ 32 11 30 27 26 25 24 23 3x4 - -0x10 - -. �5xs _ 3x4 -- Q251 32 3�4 - - 3x4 - 38 712 9; .. I Iw+@ 1r�'11J •tA e.P � WS4 -YiTS, 16 � � • ai I .... `-� .d 22 25 20_SC15 14 8.8 - 19S_ 16 4x8 3.4 16:6 4-4-031-3-0 #p{r f7 1fi�5.2 22-4-10 .30.04-10" 2.04 1.10-a 13&1.3 531- 5 11-7 51 •. 7-&3 i�2=12 '00 Plate ORselsf78:0-2-f2 E aaa=2:d t�s:a�Lze:�"s=i�e't" - - - _ _._-..... _.... �..... - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. n (loc) I/defl L/d PLATES GRIP TCLL 20.0 TCDL 15.0 i Plate Grip DOL 1,25 TC 0.51 Vert(LL) -0.20 23 1999 240 MT20 2201195 BCL L 0.0 ` Lumber DOL 1.25 BC 0.78 Vert(CT) -0,4823-24 >665 180 BCDL 10.0 Rep Stress Incr YES Code IBC2015/TP12014 WB 0.41 Matrix -S Horz(CT) 0.04 18 n/a We Weight: 164 lb FT = 204/ LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF N0.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verli als. Except; 10-0-0 oc bracing: 15-17 BOT CHORD Rigid ceiling ditBCgy applied or 6-0-0 oc bracing. Except: 6-0-0 or, bracing: 26-28,18-20 10-0-0 oc bracing: 29-31 MiTek recommends that Stabilizers and requlriW cross bracing be Installed during trurs erection, in accordance with Stabilizer Instalfatfan-guide.... _.._ REACTIONS. (Ib/size) 28 = 1558/0-5-8 (min. 0-1.11) 18 = 1423/0-5-8 (min. 0-1-8) Max Horz 28 = 162(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2341257, 4-5=-1 01810, 5-6=-348410. 6-7=-402810, 7-8=-3113;0, 8-9=-3128!0, 9-10=-578140 BOT CHORD 24-25=-1012839, 23-24=-47/4087, 22-23=0/3797, 21-22=0/11998 WEBS 4-25=•55(690,4-28=-1517130,2'5-28=011090, 5-25=-1891149, 5-24-OM91, 6-24=-732J`127, 7-23--01328, 7-22=843MO5, 9.22=011 4 1 3, 9--21-174610,10-21-01778, 10-18=1123/0, 18-21-01735 NOTES - 1) Lmbafanced roof live loads have been considered for this des gn. 2) Wind: ASCE 7-10; Vult-110mph (3 -second gust) Vasd-87mph; TCDL=6.0psf; BCi7L-i3i.Opst; h=25ft; 8=451t; L=31 fl; gave=49; Cat. If; Exp S; Fid 1.00;enclosed; MWFRS (direCliorsal) and C=C Exlariog2) D-1-12 to 3.3.4, InlOrior(1) 3.3-4 to 31-1-4 cone; cantilever fort and dght exposed 'end vertical left and right exposed:C-C For members and forces & MWFRS tar rear 0r,S shOwm Lumber DOL=1.80 plate gr)p DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 20 MT20 unless otherwise uW eated. 5) This trusshas been designed for a 10.0 psf bottom chord live load nonooneurrent with any other live loads, 6)' This truss has been dosigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2.0-0 Wide will tel between the bottom chord and any other members - 7'1 Th [a Irusn is designed in accordance.wlth the 2015 International Building Cale section 2306-1 and M119MACed standard ANSYTPI 1. 8) Graphicat purfln mpresenlatfon does not depict the size or the orientation of the pUrlin along the tap and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to sttpporr WFICenlrawd load(s) 90 Ib down at 6.2-12, and 90 Ib down al 22-6-4 on tap chord. The designlselection of such connection devices) 13 the responsibility e1 Others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or baps ($I. LOAD CASE(S) Standard 1)Dead � Roof Live (balanced): Lumber Increase=1.25. Plate lncrf�aye=1.25 Uniform Loads (plf) Vert: 1-12=70, 12.13=-70, 3132--20, 30-31=-20, 28-29--20, 2&27-20,20-26--20,19-20-20.14-16-2D. 17-18=20 Concentrated Loads (lb) Vert: 8=-90(F) 36=-90(F) f'Cr J1t.f1R p G APD Cf'**h ` YiN�Cy C 66380 EXP 06/30/20 �. • W 'Nw���A January 10, 2019 Joh Truss Tn s4 Type TRUSS 1-1313 - �IVIONOPITCH JMW TRUSS. YUMA AZ 2-0-8. - 2,-6-p_.10-8 .4.4.8, 6-2-12 7-6-0 13-5-7 2-0-5 0-5-'8 1 ---1-10-4 { 1-3-4 5-11-7 city Ply 1048 Job Referar,ce topllnnely Run: 8.210 s Apr 14 2016 Print: 8.210 & Apr Iol 2018 MITek Industries. W- Thu Jan 19 09:47:38 2019 Page 1 I0:mCGRe46mnMC'7PJkZOSyH 1 rznuuA-cuKilsgLwozSgleaGJD17mEV49EukVWlibyl5gzwmV3 1$41.14 22.4.10 22-6.4 25-4-5 - 30-Q-4 ...._. ...31.3-4 34.3.6 55-11-7 2.11.12 0.1=16 2-10-1 4-7-15 1.2.12 310 3.!i = 1-50 0, Cambs: = 5!`:6 in 0.25112 3X4 - f0 I 3 3x4 27 '<fii 2z4 :3x5.--.� .��,_.�..--5z5. x4- 4 11 ;. 3x4- fi 31 ��73--i^-1R1 1 l.•--� - 1. �,�• J .Wf'>••' • -•`'4 rYVR .. .` • Yrli • ..`YTrII: 1?l SY14•" `Yi16� Rt1H7 r PY4 - 25 241.3 2C 10 16 17 16 1s 74 12 13. 2x4 1: ,6x0 =7x4 it 4z1ri 8z6 _ 3.4 '5x5 4x4 3.4 214'1 3x4 --. 2-0 9 .88-gg 4-0 8 103 11 iS 7 32.4-1D�_ 25041 PtBte U'f$rlR�x Y��-28,6 3 Q1, [9:R2 9 0 3 O1. f37iO.�dSle], �21 •'1]-2'12 Ed9e]. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 E Vert(LL) -0.21 16 >999 240 TCDL 15.0 Lumber DOL 1,25 BC 0.80 j Vert(CT) -0.52 16-17 >634 180 BCLI- 0.0 • Rep Stress Incr YES WB 0.42 Horz.(CT) 0.08 13 n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticais. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,18-19. 6-0-0 oc bracing: 19-•21 10-0-0 oc bracing: 22-24 M1ito recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InSl;ilialiongulde, -- -- REACTIONS. (Ib/size) 21 1582/0.5-8 (min.0-1-11) 13 = 139310-6-8 (min. 0-1-8) Max Horz 21 = 149(LC 9) FORCES. (lb) Max. Comp.!Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-234/257; 4-5=-1 04010, 5-6=-3579/0; 6-7=-418610. 7-8=-3323;0, 8-9=-3335/0. 9-10=-859/25 BOT CHORD 17-18=-^./2700,16-17=-35/4214,15-16=013986, 14-15=012259 WEBS 4-18=-54i705,4-21=-1543;26,18-21=0/1112, 5-18=-1936/49, 5-17=011032, 6-17=-770!127, 7-16=0!299, 7-15=-817/108, 9-15=011345, 9-14=-175513,10-14=0/1395,10-13=-1421/21 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=1lomph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=251`t; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -•C Exterior(2) 0-1-12 to 3-344. Intedor(1) 3-34 to 31-1-4 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to Prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSb7PI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down at 6-2-12, and 90 Ib down at 22-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are rioted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf). Vert: 1-11=-70, 24-25=-20; 23-24=-20, 21-22=-20, 19-20=-20, 12-19=-20 Concenhated Loads (lb) Vert: 8=-90(F) 29=-90(F) 31.1+? _25.4-1 30.04 M -to G11 -y 141-3 U-2112 1-0-D PLATES GRIP MT20 2201195 Weight: 156 Ib FT = 20% ESSIpy�� !� cEIGi71rvr13 CA0- ��G) C 66381;1 rT1 0-1 EXP 06130120 --0 January 10, 2019 IJob..m� .ry 'Truss Truss Type TRUSS i H4 I MONOPITCH JMW TRUSS, YUINA AZ — i 2-0-8 2-6-0 44-8 7-6-0 1 13-5-7 2-0-8 0-5-8 1-10-8 3-1-8 5-113-7 3x4 [Ir a1 3.4 - 4x5 - 4x0. l 2 3 4 as 5 Wr 2A 4 vca-a°Ell - 1 37 31 30 27 25 ag 39 3x4 4.12 01y Ply - .. ._ ... 1 1 JDD Referant* (optional) . 0 9 Run: 8,210 s Apr 14 2018 Print: 8.2 10 s Apr 14 2018 Mitek induSUle& Inc- ID: no TttV Jiro147 Fi9.•T7:g1=fA'1$ .Page 1 ID:mCGRe4GmnM07PJkZ0SyH1rznuuA•OTOuwrtSCjl_I 119xRMal0swbM0XILZAW?zwtnVO 81." 194-14 224-1U 254-5 2114-1 3"A34-0-0 5-11-7 2-11-12 1 2-11-12 2-11-12 1-&'s 31�" 1 0-11-0 Savo=1'S0N Comber = she in 5x6 ._ 3x4 3E 5 37 7 Wo WILI wit "Wn 49 24 41 42 4323' 44 45 ,,8112 MT20HS_- 3x4 Q 2 5 3x4 34 5x7~' 3x4 3x4 --... e 10 r 78 46 72 17 46 49 21 211 19 16 15 14 . ax12 61T2aH5 5x8 — . _. 3.4 ... 2.0-8. 26-U 1.4.8: B-p-Og.(F12&fJ•7Z 410-0.1$ 7=T�S3-p=1'1�F•0-0 12-0-12 17-9-12 23-8-12 16tr11 _ __1.1-0.72 18.0.12,x„5- •^7yH-Sp 23;¢;42 22.4-10 2-0.OLL '15 25W&F2 2i.9.i2 30-0-031-14 2g.4-17A.&.•12:30.9�-n, 31,0 Structural Wood sheathing directly applied or 1-11-2 oc purlins, except 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 1 -T -i 2•t!•e 2-0-p p-#•:8 3�:g .y y.O.Q 0---14 1.2-2 0.0 2-p•p '0-9.5 [-Z-1105 t7.3pd - --- — — _ �- _Plate.f]Hrtels l(�v4,'j8;0-3.0,p 3'47 j9:[]-3_DO J, f L8'R-2-721rdiiel, 128:8.2-fl.Edgej - n2_�z01=f2 — LOADING(psf) SPACING- 2-0-0 TCLL 20.0 CSI. DEFL. in (loc) I/defl Lid T PLATES GRIP Plate Grip DOL1.25 TCDL 15,0 Lumber DOL 1.25 TC 0.90 BC Vert(LL) 0.32 23-24 >999 240 MT20 220il95 BCL.I.. 0.0 ' Rep Stress Incr NO 1.00 WB 0.52 Vert(CT) -0.6423.24 >503 180 Horz(CT) 0,02 18 n/a n/a MT20HS 165x146 BCDL 10.0 Code IBC201511'PI2014 Matrix -5 11 ] Hanger(s) or ether rnnnecticn devio9(s) shall ia1 pmvlded Weight: 104 ib FT = 20'/0 LUMBER- - .. -605(LC 5) - .... TOP CHORD 2x4 DF No.2 and BLl Ib up al 14-0.12, 147 Ib down and 80 Ib up at 16.0-12, 92 tb 28 = 2051 (LC: 30) down and 76 Ib up al 17-9-12.68 Ib down and 57 Ila rill at 19.6.12, BOT CHORD 2x4 DF No.2 `Except" 2) Wind: ASCE 7-10; Vult=l lOrnph t3-socond gust) Vas4=87mph; 23-E-12, SS Ib down and 56 Ib up at 25-6-12, 117 Ib dowry and 95 to B4: 2x4 OF No.1, B6: 2x4 OF 240OF 2.0E TCOL-6.Opsf; BCUL=e.Opsf-, li-25ft; 6-4R. L=31 ft; eave=fl; Cat. AA2ir Camp./Max. Ten. -All forces 250 (Ib) or less except when down and 84 tb up at 31.14 on bottom chord. The desigrdsefeOlon of suCl1 rAnnaclion device{s) to the responsibitlly of of (s, WEBS 2x4 DF No.2 It: Exp B., Kd 1.00, enclosed; MWFRS jdirectnonal). canfllever left 2-3=-18Gi244 3L9i-1661279 4 5- 1s TIS59 truss are noted as front (F) or back (B). BRACING- and right exposed ; end vertical left and right exposed: Lumber TOP CHORD 1:1.01.=1.60 plate grip DOL -1.00 Structural Wood sheathing directly applied or 1-11-2 oc purlins, except 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 and vertical$. Except: 10-0-0 oc bracing: 15-17 plates unless otherwriso indicated. 5) All plates are 2x.4 MT20 unless otherwise indicated. BOT CHORD 6) This Miss has been designed for a 10.0 psf botiorn chord live Rigid ceiling direc3ly applied or 6-0-0 oc bracing. Except: load no»cnncurrent wish any other live loads. &Oa 0 oc bracing: 26.26, 18-20 7) ' T11ts buss has been designed for a live load of 20-ap$f on (lie 10-0-0 oc bracing: 29-31 bollom L41ord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide MI tali recommends tli8t Stabllfzerc anti wired cross bracin 9 be w111 fit t> m*en rho bottom chord and any other members. 8) Provide mechanical connection (by oltters) of truss to bearing installed during truss erection, in accordance with Stabilizer Installation guide. place Capable of withslandl rig IOD 11; up1A at )olnl($) except 01,4b) — 28=6�8,, , 18=605 REACTIONS. (lb/size) 9) This truss is daslgrled in accordance with the 2015 Internallonal 28 2042/0-5-8 (ruin. 0-2-3) 18 b Building Code se0on 2346.1 and referenced standard ANSlgP! 1, 10) Graphical puffin representallorr does not depicl the size or the 2059!0-5-8 (min. 0-2-3) Max f iorz orientation of the purlin along the top andlor Witorrr, chord. 28 = 165(LC 2�_) 11 ] Hanger(s) or ether rnnnecticn devio9(s) shall ia1 pmvlded Max Uplift sufficient to support concenh'ated load(s) 3W Ib down and 266 lb up 28 = 538(I..0 4} at 8-0.0, 78 Ib down and 51 lb u at 8.0-12, 78 Ib down and 51 Ib -605(LC 5) up at 10.0.12, 781b down and 6P ib up at 12.0.12, 147 Ib down Max= MGray and BLl Ib up al 14-0.12, 147 Ib down and 80 Ib up at 16.0-12, 92 tb 28 = 2051 (LC: 30) down and 76 Ib up al 17-9-12.68 Ib down and 57 Ila rill at 19.6.12, 18 = 2068(LC 291 68 Ib down and 5e to up at 21.5.12, 68 Ib down and 56 lb up at 23-E-12, SS Ib down and 56 Ib up at 25-6-12, 117 Ib dowry and 95 to FORCES. (lb) up at 27.6-12, and 1251b down and 84 Ib up at 29.5-12, and 1581b AA2ir Camp./Max. Ten. -All forces 250 (Ib) or less except when down and 84 tb up at 31.14 on bottom chord. The desigrdsefeOlon of suCl1 rAnnaclion device{s) to the responsibitlly of of (s, .shown. TOP CHORD 12) in the LOAD CASE(S) section, toads applied to tha face of the 2-3=-18Gi244 3L9i-1661279 4 5- 1s TIS59 truss are noted as front (F) or back (B). 5 -6= -508311350,11 -7x* -588711499, 7-8=-4067/1070 8-9=4070/1073, 9-10-76e!221 BOTCHORD 24-25=-1018/3766, 23-24=-144415706, 22-23=-131415063,21-22=-67212$15 WEBS 4-25=-35011048, 4-28=-22a21i'07, 25-28=405,'2028, 5-25=-2412!970, 5-24=-38111621, 6-24=-748%160; 7-23=-230,"782, 7-22=-1 2641310, 9.22=-512/1931. 9.21=-21971580, 10-21=-304!1094,10-18=-1503,'411, 11&211=-29301035 NOTES - 1) Unbalanced roof live loads have been considered for this design. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-12=-70:12 113�70, 31-32=-201 30-31--20,28.20= 20, =20, 19.20=20. 14-116=20,17-18-20 26.27=-20. 20.28 Concentrated Loads (lb) Vert: 14=-155(B) 20=424(6) 38=-281(5) 39=-65(6) 40=-65(B) 41=65(6)42=-138(B)43=-130(B)44=-26(11)45-�71B) 46=-37(6)47=37(6) 48--37(6) 49=-913(8) i•.SStG�<<_1 J10 A G 6,'6380 S EXP 06/30/20 PAL January 10, 2019 Jab Ti uss T;i ws Type j Qty Ply TRUSS S1 Flat Supported Gable 1 1 JOU Re!fersnce (epllAnal) 050 JMW TRU55. Y(JhfA A2 Run: 8.210 s Apr 14 2016 Print 8.210 5 Apr 14 2018 MiTak In sirles, lnr . Thu Jan 1p 179'47.42 2019 Pa[Je i 1 0 :50pBZ8eV'ib_72LWERFsAgiyNE6K-UfaG70jUz 1TuIJxLV9tpHcP7dmnog0muaDwwERzwmV7 2-2-8 2-6-p 2-2-8 0-3-8 ,S.!. =127D B 5 4 2z4 I: 6x6 - 3X6 I: 2-6-0 2-6-0 Plate OHsets.L,,Y,1_-_-_ j3:4�3.8,Edc�e�` LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/1'PI2014 LUMBER - TOP CHORD 2x4 DF Nat BUT CHORD 2x4 DF No,2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 cc purlins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be, installed during truss erection, in accordance with Stabilizer -- Installatlun. gulds _.. . REACTIONS. (Iblsize) 6 = 40/2-6-0 (min, 0-1-8) 4 40/2 6 CSI. DEFL. in floc) I/dell Ud TC C.82 Vert(LL) We n/a 999 BC 0.04 Vert(CT) n/a n/a 999 WB 0.08 Horz(CT) -0.00 5 n/a Ma Mail ix -P 3) Provide adequate drainage to prevent waler ponding. 4) All pfales are MT20 plates unless otherwisa indicated. 5) Gable reclurres continuous Dottom chord bearing. 6) Truss 10 be flally sheathed from one face or securely braced against lateral movement {1.2, di2gonal Wet). 71 Gable sluds spaced at 1-4-0 cc. 8) Thn truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with any other live loads. 9) - This truss has been designed for a live IWd of 20 -Ops} on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-11.0 vnde W11 ht between the I1oilon chord and any other members. 10) Provide mechanical connection (by others) of truss to. bf+ar!ng Plate capable of WI instandtng 100 lb uplltt atjolnt(s) 6 excepl { U --lb) 4=414,5=437. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - 5 = - -0 (min. 0-1-8) 120/2.6-0 (min.0-1-8) Max Harz LOAD CASE(S) 6 = -167(LC 8) Standard Max Uplift 6 = -21(LC 9) 4 - -414(LC 9) 5 = -437(1-C 8) Max Grav 6 = 49(LC 17) 4 - 432(LC 10) 5 = 495(LC 11) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-665i1084 BOT CHORD 5-6=-384/285 WEBS 2-5=-294/314. 3.5=•-859/591 NOTES - 1I Wind: ASCE 7.10; Vu11-110mph (3 -second gust) Vasd=67mph- TCDL=B-Opsf; BCDL=6.0psf; h=25ft; 13=45H: L=241t; eave=2fl: Cat. II; Exp B: KO 1-00; enclosed, MWF IRS (direc(onal) and C -C Corner(3) zone; cantilever fell and right exposed end v8riical Ie II and right expused;(',C for members and farces & MWFRS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. Far studs exposed to wend (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building desi0ner as per ANSI/TY1 1. PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 19 ib FT = 20% .` JiQlANG"Au` - yypp 6"+"3 tom( rpt EXP 06130120 � x� CAO - January 10, 2019 Job Truss Truss Type sty Ply TRUSS 52 Flat 1 I Job Ralamrice (optional) 051 JP,1W 7FtUS5, YUiNA AZ Run: 8.21Qs Apt 14 2018 N Tt 8.210 s Apprr 14 2018 MiTak Industries, Inc. Thu Jan 1089:47:63 2019 Page 1 ID:52-6.0 VTb 7xLWERfsAgiyNESK-ys7eLZk6kKblWTWX3sO2gpxL7A7yPgFlptrrntzwmV_ F- ---�-�-8 ---- 2.8.0 2-2-8 0.3.8 27 9 y t1C5 .i 3x4.- { wit 4 3` 2x4 1 i 50 2+0 P€ate Oftsels_(X_,Y}- 2I :0-2.04Ecltle]- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. ;n (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3.4 >999 180 BGLI.- 0.0 • Rep Stress Incr YES WB 0.07 Hd(ztCT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/'fP12014 Matrix -P Weight: 18 lb FT 20% LUMBER - TOP CHORD 2x4 DF No.2 6 Provide Machanical owtnection b others Of truss 10 bearing BOT CHORD 2x4 DF No.2 fate capable of mVistandin 100 Ib u lilt at others) s except t -Ib WEBS 2x4 DF No.2 p � 9 uplift 1 () P G - ) BRACING- . 4--204,3-204. .TOP CHORD 7) This truss is designed in accordance with the 2015 International Structural wood sheathing directly applied or 2-6.0 oc purlins, except Building Code section 2306.1 and referenced standard ANSI/TPI 1. and Medicals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.• LOAD CASE(S) I MFi'ek recommends that 5tabtliz&rs and required cross bracingStandard be installed during truss erection, in accordance with Stabilizer lnstalfallon guide. REACTIONS. (lbisize) 4 = 99/Mechanical 3 = 9910-5-0 (min. 0-1-8) Max Horz 4 =-166(LC 10) Max Uplift 4 --204(LC 8) 3 =-204(LC 9) Max Grav 4 - 252(LC 11) 3 = 252(LC 10) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shpwn. TOP CHORD 1-4=-333/335.1-2=-350!292 BOTCHORD 3-4=-293/247WEBS 1-3=-395i482 nr� E NOTES-� 1) Wind: ASCE 7-11); Vult=liomph (3 -second gust) Vasrf=87mph: TCDL-6,0psf. 8CDL-26.Qp9; h=25ff: BW45ft; L--24ft: eave=aft: Cat. 11; ��r JIGIANG, CAO' t in Exp B. Kd 1.0% enclosed; MWFRS (directional) and C -C Extenot(2) C�; � zone; cantilever lett and right exposed: arttl vertical left and right exposod;C-C for members and forces & MVVFRS for reactions snows%E Lumber DOL � � � 06/30/20 -60 plate gdp DOL=1 60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10,0 psf bottom chord live lUad nonconcurrent with any other live loads 4) • This truss has been designed for a live load of 20.0psf on the y 11% boltom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide 1� will fit between the boltom chord and any other mambers. 5) Refer to girder(s) for Iuss to truss cdnneclions. January 10, 2019 Job Truss Tru85 Type }TRUSS 83 'GABLE JMW TRUSS, YUMA AZ - 2-34 23-4 Sty my - 1 1 Jots Reference (epWriat) 052 Run: 8.210 s Apt 14.2018 pnrtt: 8.21p S Apr 14 2018 MiTek Industn"IrrG. Ttw.Jan 1D 119:47,44 20'19 Pag(t i ID:FjO;> Z5eVTb Tat.WERfsAqryNESK-R2hf3YvkkVejcYd5kdavHNlUdMQ8HKB2XP0IKZWMUZ 5-8-8 6.0-0 3-5.4 0-3-a 3X4 - 3.:4 - t • �.. \ .. xra I w1ISri ....«21- 6 Pla[ei7tfs�ets:. Y - :0.1-i4D-1 _ LOADING(psf) SPACING- 2-0-0 T TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1,25 BCLI.. 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER- - - - TOP CHORD 2x4 DF No.2 BUT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING - TOP CHORD 53ntolural wood sheathing directly applied or 6-0-0 oc purlins, except end vertical&. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTak raoommands that Statilkiers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation, guide REACTIONS. (Ibisize) 6 - -176/Mechanical 5 = 69010-5-8 (min, 0-1-8) Max Horz 6 = -108(LC 10) Max Uplift 6 = -227(LC 17) 5 = -263(LC 9) Max Grav 6 = 158(1-C 9) 5 = 690(LC 1) FORCES. (lb) MU. CompdMax, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-345/232.1-2=-3881303.2-3=-388/303 WEBS 1.5=-413i544, 3-5=-3221263 NOTES - 1) Wind: ASCE 7-10; Vutt--11QM h {3-0econd gust] Vasd-87mph; TCDL=S.0psf; BCDL=6.0psh h=25ft; B-4 511, L--2411 - eave=4 it: Gat. II; Exp B; Kd 1.00; enOosed; MWFRS (directional) and C -C ExterI0n2) 0-1-12 to 3.1-12, Interiar(1) 3-1-12 to 5.10.4 zone; cantilever left and nghI exposed ; end vertfcal lett and dght exposed;C-C for members and forces & MWFRS for reactions Shown; Lumber AOL=1.80 plate grip DOL -1-60 2) Tniss designed for wind toads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable. Dr consult.qualited building designer as per ANSIITP 11. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indlcaled. 5) Gable studs spaced at 14-0 oc. <<IlE 6-0-0 _2r3 d O 3.6.0 CSI. DEFL. in (loc) I/clef! Ud TC 0.16 Vert(LL) -0,00 6 *99 240 BC 0.09 Vert(CT) 0.00 5-6 >999 180 WB 0.08 Horz(CT) -0.00 5 n/a n/a Matrix -P 6) TI1is truss has been designed for a 10.0 psf bottom chard live load noncormurrent with any other live loads. 7) ' This lilies has been designed for a live load of 20.0psf on the bottom c4 and in all areas where a rectangle 3.6-0 tap by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical ppnneelion (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jofnt(s) except Ol=1b) 6=227, 5=263. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 37 Ib FT = 20% /4RtlF ES s /0 ��• JI IA%IC CAC `'k t.� C 663380 t 1:" l EXP 06130/20 1 -t� Lklff, wamtW80A January 10, 2019 Joh Ttuss - T] uusType ❑Yy Ply - - TRUSS S4 Flat 1 I 1 JMW TRUSS, YUMA A7 - � Job Reference (optiolud)_ 05,3 Run: 8.210 s Apr 14 2018 Print, 8.210 s Apr 14 2018 MiTeh Irduslrsi. Ing 7rx1 Jan 10 OVA 7 -,58 2019 Page1 lO:5QpSZBeVTb_7zLWERfsAgiyNE6K-NRpnzbm?1 FzJnxpSk?ASSZvN7ucBgUVru7NCzwmUx 3-1-1200 r 2A 1. - 7P w,, I 'V2 w1 W3. 1 B e- 2x4 I 3.8 : J NOTES - 1) Wind: ASCE 7-10; Vult=l Iomah (3-8econd gust) Vasd=87mph; TCOLa6.0psf; BCDL=64POa h=2511; B= 45H; L=2411; eava=40: Cat. If; &xpr B: Kd 1-00: enclosed; MWFRS (directional) and C -C Exteri002) 0-1-1210 3-1-12, Intenor(1) 3-1.12 to 5.10-4 zone; cantffever left and right exposed : end vertical left and right exposed;C-C for members and farces & MWFRS for readowls shown; Lumbar DOL=1,80 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf boltom chord live load nonconcurrent with any other live loads - 4) • This bV5B has been designed For a five ioao aT20.apsf on the #cotton chord in all areas where a rectangle 3.8.0 tall by 2-0-0 wide will fit between Ina bottom chord and any other members. 5) Refer to girder(s) for mrss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable 0f withstanding 100 Ib uplift at Phos) except 611=11b) 6=227, 5-263, I Ti M 42.4 PLATES GRIP MT20 220/195 Weight: 32 lb FT = 20% dfo N" r� 22 pp . C 663130 EXP 06130/20 January 10, 2019 .2-3-4 6-0-0 2-U-4 0.3-4 3-8-12 LOADING(psf) SPACING- 2-0-0 CSI.DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1-25 TC 0.16 Veri(LL) -0.00 6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0,09 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 ' Rep Stress Inrr YES WB 0.08 Horz(CT) -0.00 5 n/a Fila BCDL 10.0 Code IBC2015/TP12014 Matrix -P LUMBER- TOP CHORD 2x4 OF No.2 BOF CHORD 2x4 DF No.2 7) This truss is designed in accordance with the 2015 International WEBS 2x4 DF No.2 Building Code section 2306.1 and referenced standard ANSI/TPI 1. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or, purlins, except LOAD CASE(S) end verticals - Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek nebommenas That 5tabllizers and required uoss bracing i be installed during truss erection, in accordance with Stabilizer inslarlatlan guide, REACTIONS. (lbisize) 6 = -176/Mechanical 5 = 690/1-0-0 (min.0-1-8) Max Horz 6 =-108(LC 8) Max Uplift 6 = -227(1.0 17) 5-263(LC 9) Max Grav 6 = 158(LC 9) 5 690(LC 1) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-344/232, 1-2=-380/297, 2-3=-380/297 WEBS 1-5=-109/537, 3-5=-317/259 NOTES - 1) Wind: ASCE 7-10; Vult=l Iomah (3-8econd gust) Vasd=87mph; TCOLa6.0psf; BCDL=64POa h=2511; B= 45H; L=2411; eava=40: Cat. If; &xpr B: Kd 1-00: enclosed; MWFRS (directional) and C -C Exteri002) 0-1-1210 3-1-12, Intenor(1) 3-1.12 to 5.10-4 zone; cantffever left and right exposed : end vertical left and right exposed;C-C for members and farces & MWFRS for readowls shown; Lumbar DOL=1,80 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf boltom chord live load nonconcurrent with any other live loads - 4) • This bV5B has been designed For a five ioao aT20.apsf on the #cotton chord in all areas where a rectangle 3.8.0 tall by 2-0-0 wide will fit between Ina bottom chord and any other members. 5) Refer to girder(s) for mrss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable 0f withstanding 100 Ib uplift at Phos) except 611=11b) 6=227, 5-263, I Ti M 42.4 PLATES GRIP MT20 220/195 Weight: 32 lb FT = 20% dfo N" r� 22 pp . C 663130 EXP 06130/20 January 10, 2019 Truss 'TnrssTyga Qly Pty TRUSS '.S5 ,Ffal •} 1 ' - 1 .tab Reference (aptlp,x)I) 054 Sir YUf 1A AZ - - Run: 8-210 s APF 14 2018 Print: 8.210 s Apr 14 2016 MITek !I du5lite9, InE'Tltu Jari 1U n9:67A9 2u 19 Page 1 ID'-SOPBZOBVTb 7zLWERfsAgiyNE6K-nOvvbdclKAMueOzhP7VS44St1Na9mpZ6w13p6nzXzwmUu z3 4 3-8-125 8 S 6.-0-D -: - - 'r- 7 2A 3xg a ,A- r'1 / 1 2-3-4 2-34 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 15.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER- -- - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 LOAD CASE(S) BRACING- Slandai d TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing- MTek reeorrlrnellds that Stabdlliers and requiredcrassbriticiog be Installed during truss erection, In ac=clamo with Stghftw Instaliation guide. REACTIONS. (Ib/size) 6 = 105/Mechanical 5 - 40910-5-8 (min. 0-1-8) Max Horz 6 --107(LC 8) Max Uplift 6 =-63(I-C 8) 5 --136(LC 9) Max Grav 6 - 142(LC 18) 5 = 409(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when Shown. WEBS 2-5=-265/123.I-5=-1 49/304 NOTES - 1) Wind: ASCE 7-1Q Vult=11Omph (3 -second gust) Vasd-87mph; TCDL=6.0psf; SCDL=6.0psf; h=2511 E=451t; L-2411; eave=4R; Cat. II; Exi) B; Kd 1.00; enclared; MWFR5 (direcllonaf) and C -C Eslerior(2) 0.1-12 to 3-1-12, Intenor(1) 3-1-12 to 5-10-0 zone: cantilever IeR and right exposed ;,and vertical left and right expo$ed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL -1.00 plate grip DOL=1.60 2) Provide adequate drainage to prevent watar ponding. 3) This truss has been designed for a 10.0 psI Witom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a Ilya load of 20.Opsf all the bottom chord In all areas where a rectangle 3-8.0 tall by 2-0.0 wide will fit between the bottom chord and any olhef members. 5) Refer to girder(s) for truss tq truss oonnacGons- S) Provide mechanical 0onnectlon (by others) of truss to bearing plate capabfa of wilhstanding 100 lb uplift al jOnt(s) 6 excoPt Ot=lb) 5=136. 1) This truss Is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3.8-12 6-0-0 2 ^ &2.12 2-" DEFL. in (loc) I/defl L/d Vert(LL) -0.00 5-6 >999 240 Vert(CT) =0.01 5-6 G 2x'1 iV 3x3 n' 5 3.8-12 6-0-0 2 ^ &2.12 2-" DEFL. in (loc) I/defl L/d Vert(LL) -0.00 5-6 >999 240 Vert(CT) =0.01 5-6 -999 180 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 33 Ib FT = 20% Y' �RQr ESS/��j�9 JE0lAiO CAG wa C 66380 ren EXP 06130/20 January 10, 2019 s-*. Job Truss Truss Type city . Ply TRUSS S6 Flat i 1 Job Referefncu (optional) 055 JMW TRUSS, YDMA AZ Run: 8.210 s Apr 14 2018 Prost: 8.210 s Apr •w 2018 MiTek Indusu{a8. Inc. Thu Jan 10 09,47:50 2019 Page I ID:SOpBZaBVTh_7XLWERfsAgiyNEBK-FC3HpypV5UUiGYYIzgOhclkf6_V7YON3QTsL WzzwmUt 2.3-4 3-8-12 5-8-8 2-3-4 1-5 8 1.41.12 6.3-8 a 2X4 3x.4 2 —_ .T... .... Ti 20 3x3 },_...... 94-4- 3-6-0 3.8.12 6-G-0. _.- LOADING(psf) SPACING- 2-0-0 € CSI. DEFL. in Qoc) I/deft Lid TCLL 20-0 Plate Grip DOL 1.25 TC 0.14 Wert(LL) -0.00 5-6 >999 240 TCDL 15-0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a nla BCDL 10.0 Code IBC2015/TP12014 Matrix -P ---.- .. LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 LOAD CASE(S) BRACING- Standard TOP CHORD Structural vmod sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTak recommends Ilial Stabfhi revs and required cxnss hFacing be installed during truss erection, in accordance Min Stabilizer _Installation guide. REACTIONS. (lbisize) 6 105/Mechanical 5 409/0-5-8 (min. 0-1-8) Max Horz 6 =-107(LC 8) Max Uplift 6 - -63(LC 8) 5 =-136(LC 9) Max Grav 6 - 142(LC 18) 5 a 409(LC 1) FORCES. (ib) Max. Comp./Max. Ten, - Ali forces 250 (lb) or less except when shown. WEBS 2-5=-264/122.1-5=-146;298 NOTES - 1) Wind: ASCE 7.10; Vult=110mph (3 -second gust) Vasd-87mph; TCDL=S.Opsf; 8CDL=6.0psf: h=25ft; B=4511; L=241t; Pave=411; Cat. 11; Exp B: Kd 1.00: errrtased; MWFRS (0ifeetionai) alld C, -C Exterior(2) 0.1.12 to 3-1-12, Interiorf 1) 3-1-12 to 5.10-4 zone: cantilever Zell and right exposed : end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown: Lumber DOL=1,80 plate grip DOL -1.00 I 2) Provide adequate drairtagr: to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y11 4) ' This truss has been designed far a live load of 20-Opsf on the bottom chord In ail areas where a reclangle 36.0 tall by 2-0-0 wide will fit betweert Itle botlom chord and any olher members - 5) Refer 10 9 fder(s) for truss to If can nertrons. 6) Provide mechanical connection (by others) of truss W hearing plate capable of withslanding 100 Ib uplift al jolnt(s) S except ljt=lb) 5=135. 7) This truss is designed In accordance wilh the 201.) lntemational Building Code section 2306.1 and referenced standard ANSI/TPI 1, PLATES GRIP MT20 2201195 Weight: 33 ib FT = 20% All Mr. C.A0 C 66380V EXP 0613G/20 D January 10, 2019 job Truss Tniss Type ❑ty Ply j TRUSS . S7 ROAN special 1 Job Reieranca (oplronal). ..... 056 JMW TRUSS, YUMA AZ 3 u Run B 210 s Pyr 14 2018 Pnnt 8.210 s Apr 14 2018 MiTek Industries, Inc. Thu Jan 10 09,47,5120 19 Page t iD:SOpBZBeVTb 7zLWER(sAgryNESK-kOcgOlg7&omti74XYXw9VGgBOr H7'gDffbu2ozwmUs 3.6-0 3.11.8 5.8.6 6-0-0 3-5-D 0.5.8 1-9.0 0.3.8 S.!..1 2.. t+ 3X4 2x4: 2 4 3X4 1 2 3 a T? fVlli __-62 82 - - - - ! -1� 4.4 = 90 76 5 2x4 2r.4 3X4 10 5X7 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=41t; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extenor(2) 0-1-12 to 3-4-4, Interior(1) 3-44 to 5-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI.=1.60 2) Provide adequate drainage to prevent water ponding. 3} This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other, members. PLATES GRIP MT20 220!195 Weight: 40 Ib FT = 20'/ J101 N'C' CAO `k IQ l~ EXP 06/30120 ) -t' LVM-c-.4061F January 10, 2019 i*9 8.11-8 6-0-0 .................... .. .... 3.6-0 0-5-8 2-" Plale clumJ:{X Y)-.[T.U•ir8,p 123. ffk - - - .. --- LOADING(pe) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.01 9-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) .0.01 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 8 n/a rda BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) Refer to girder(s) for truss to truss connections. WEBS 2x4 DF No.2 6) Provide mechanical connection (by others) of truss to bearing BRACING- plate capable of withstanding 100 Ib uplift at joint(s) 10, 7 except CHORD at=lb) 8=112. StructuTOP nal wood sheathing directly applied or 6-0-G oc purlins, except 7) This truss is designed in accordance with the 2015 International end verticals. end ve Building Cade section 2306.1 and referenced standard ANSI:TPI 1. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: LOAD CASE(S) 10-0-0 oc bracing: 6-9. Standard 1G-0-0 oc bracing: 6-7 MrTek recommends that StallitYeers anis required truss bracing I be installed during truss eraellon, in accordance with Stabilizer Installetlat aide_ REACTIONS. (Ib/size) 10 - 84/Mechanical 8 = 31110.5.8 (min. 0-1-8) 7 = 118/0-5-8 (mill, 0-1-8) Max Horz 10 = 117(LC 9) Max Uulift 10 - -63(LC 8) 8 =-112(LC 9) 7 = -27(LC 9) Max Grav 10 - 127(LC 16) 8 = 320(LC 17) 7 = 121 (LC 3) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-8=-173i282 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=41t; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extenor(2) 0-1-12 to 3-4-4, Interior(1) 3-44 to 5-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI.=1.60 2) Provide adequate drainage to prevent water ponding. 3} This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other, members. PLATES GRIP MT20 220!195 Weight: 40 Ib FT = 20'/ J101 N'C' CAO `k IQ l~ EXP 06/30120 ) -t' LVM-c-.4061F January 10, 2019 Job ... mss .. - .. T""' Two - city Ply n g -- TRUSS 58 Roof Special I 1 Job References (optional) 0� JMW TRUSS, YUMA AZ Run: 8.210 s Apt 14 2016 Print: 8.210 s q 14 2018 MiTek Industries. Inc: Thu dare 10 08:47:52 2019 Page 1 ID'S50PBZBeVTb 7zLWERf-AgiyNE614CbA2EermdSkTVofGSF28hjp7xoADOwxMtnLRaszwmUr 3-6-0 3-11-8 58.9 6-0-0 Scale =1 2,r .; l .. 3-6-D 3.11-a.- ..._. —.. . 2-0A_ Plate CiRseta 44;4a44021. -g, -- — — – LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,12 Ved(LL) -0.01 9-10 >999 240 MT20 220!195 TCDL 15,0 Lumber DOL 1.25 BC 0.10 Verl(CT) -0:01 9.10 >999 180 BOLI, 0.0 ' Rep Stress Incr YES WB 0.04 Harz(CTI -0.00 8 n/a We BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 401b FT 20% LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) Refer to girder(s) for truss to truss connections. 2x4 DF No,2 6) Provide mechanical connection (by others) of truss to bearing BRAWEBS late Capable of withstanding100 Ib uplift at joint(s) 10, 7 except P 1 () P TOPCING- TOP CHORD rpjt=lb)8ro132. Structural wood sheathing directly applied or 6-0.0 oc purlins, except 7`• This truss is designed in accordance with the 2015 International end vertioais. Building Code section 2306.1 and referenced standard ANSI;FPI 1- BOT CHORD RVW ceiling directly applied or -6-0-0 oc bracing, Except: LOAD CASE(5) 10-0=0 oc bracing: 8-9. 10-0-0 oc bracing: 6-7 Standard ......._ _ ' MTek ret:amnlends fhat Stahillz9fe and _.. reequired fxass bracing be installed during truss erection, in accordance with Stabilizer Instal 101011 Gal - k. -REACTIONS. (Ib/size) 10 - 84/Mechanical 8 = 31110..5.8 (min.0-1-8) 7 = 118/0-5-8 (min. 0-1-8) Max Horz 10 = 117(LC 9) Max Uplift 10 = -63(LC 8) a =-112(LC 9) 7 = -27(.LC 9) Max Grav 10 - 127(LC 18) 8 = 320(LC 17) 7 = 121(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS e�pss�oN 1-8=-169/275 G� JIGIANG CAOTESv 1) Wrrx1 ASCE 7-10; Vull=110mph (3 -second gust) Vasd-87mph; t j TCDL=6-001 BCDL=6.Opsf h --25R; B=45111; L=24ft; eave=0; Cat. 11; C 6638u Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extenor(2) r*i 0-1-12 to 311-4, Interior(1) 311-4 to 5-104 zone; cantilever left and EXP ��� right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate } grip DOL=1,60 2) Provide drainage adequate to prevent water ponding, 3) This truss has been designed for a 10.0 psf bottom chord live loadAL�F t nonconctrrrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. v January 10, 2019 Job Truss fTrimitype TRUSS so Flat JMW TRUSS, YUNTA AZ oly Ply Job Rarerenoe (optlonal) 068 Run! 8.210 s. Apr 14 2018 Print 8.210 s Apr 14 20 1 b MiTok industries. Inc. Thu Jan I () 0.9:47.553 2018 Page i IIX SOPBZ8eVTtL72LWERfsAqiyNEJBK-gnkQft_FOOPSK70HSezaOEWMSECWY[Nqw6R4?617wmuq 5-" 6-0-0 0-3-8 S 40 -4 T1 P C W1 waX '2M IF 4 2A 11 3A 34.12 . ..... . . ...... . ..... . . ... ... LOADING(pV) SPACING- 2-0-0 CSI. DEFL, in floc) I/defl L/d . TCLL 20.0 Plate Grip DOL 1.25 TC 0A1 ... . ...... PLATES GRIP Vert(LL) -0.00 4-5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0,01 4-5 >999 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.06 Harz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC20111/TPI2014 Matrix -P Weight: 31 ?b FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 7) This truss is designed in accordance with the 2015 International WEBS 2x4 OF No.2 Building Code section 2306.1 and referenced standard ANSI/TPI 1. BRACING - TOP CHORD SlrMtufal wood sheathing directly applied or 6-0-0 oc purlins, except LOAD CASE(S) end verticals.Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. mp-Tekrecory—irneridsttiat5labiiizema required cross bracing be installed during truss erection, in accordance with Stabilizer InsWation guide_ REACTIONS. (lbisize) 5 = 105/Mechanical 4 409/0-5-8 (min. 0-1-8) Max Horz 5 106(LC 9) Max Uplift 5 = -62(LC 8) 4 =-135(.LC 9) Max Grav 5 141 (LC 18) 4 = 409(LC 1) FORCES. (115) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-250/186 WEBS 1-4=-232/325, 2-4=-355/210 NOTES - 1) Wind: ASCE 7-10: Vult- 11 Orrph (3 -second gust) VaVj=87rnph; QpV E SS TCDL=6.Opsf,, BCDL-6,0p51; h=25ft, 8-45H' L=24ft: eave-4 11; Cat, 11; Exp 8: Kd 1.00; enclosed:MWFRS (directional) and C -C Exledoq2) 0-1-12 lo 3.1-12, Intenor(l) 3-1-12 to 5-10-4 zone; Cantilever left and JOANG' CAO '0-- Sight exposed; end vertioal left and right expoaad:C -C for members d farces MWFRS for reactions shown; Lumber DOL an -1.60 plate �7 C 6638.0 grip DOL=1.60 2) Provide adequato drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst bottom chord live load EXP 06/30120 nonconcurrent with any other live loads. ' 4) This truss has been designed for a Ilve load of 20.0p�-1 on the boltiom chord rn all areas where a rectangle 3-6.0 telt by 2-0-0 wide will Fit b04W0Qfl the bottom diord and any other members. 5) 110a r to gltdeqs) for truss to truss connectl ons, t� 6) Provide mechanical connection (by others) of truss to bearing plate Lit capable of withstanding 100 lb uplift at joint(s) 5 except gt=lb) 4=135 January 10, 2019 I Job Truss TrussTypa TRUSS 810 Flat JMW TRt1SS, YUMA AZ 3x4 =: 1 LOADING(psf) i SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 j Rep Stress Incr YES BCDI_ 10.0 Code IBC2015(TPI2014 LUMBER - TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural vrood sheathing directly applied or 6-0-0 oc purlins, except end verticals- BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that SYablI zers and required cross buacing be installed during truss erection, in aoobrdanra with Stabilizer Installallon guide, REACTIONS. (lb/size) 5 = 156/Mechanical 4 = 355/0-5-8 (min. 0-1-8) Max Horz 5 =-106(LC 8) Max Uplift 5 = -60(€_C 8) 4 =-109(LC 9) Max Grav 5 = 180(LC 18) 4 = 355(LC 1} FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-4=-1491272. 2-4=-293;182 NOTES - t) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Ops(; 6CDL=i5.0p3sf; h=25th 6=4511; L=2411; eave=oft; Cal. II; Exp 6: Kd 1.00; erx:losed; MWF RS (direrhonal) and C -C Exlerior(2) 0.1.12 to 3-1-12. Interror(1) 3-1-12 t0 5-10.4 ;cone; cant Ila ver let and right exposed : end vertical left and right exposed',C-C for members and Forces & MWFRS for reactions shown; Lumber DOL=1.60 plale grip DOL=1.130 2) Provide adequate drainage to prevent water ponding. 3)'I'his trus3 has been designed far a 10,0 pat bo(tom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a 11 v load of 20.Opsf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between Irre bottom cnord and any other members - 51 Refer le 9lyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bean ng plata capable of wllinstandirig 100 b uplih al joint($) 5 except Ut=11J) 4=-I 09 7) This truss Is designed In accordance with the 20151 n1emalional Building Code section 2306-1 and referenced standard ANSI/TPI 1. oly Ply I 1 Joh Reference (opllonal) 059 10 s Apr 1,1120 18 Prrnl. 8:210 s Apr 14 2018 MITak induMrles. Inc. Thu Jan 10 09:47:53 2019 5-8.8 5-8-8 I I T1 '• 'r.ti 6 0} __............................. 3x•: LOAD CASE(S) Standard 6 a PLATES GRIP MT20 220:195 Weight 31 Ib FT = 20i%o 4Rcj� ESS f p� JiOWN1,31 CAO C 6638" r' EXP 06130/20; January 10, 2019 Cairo = 1200 4-3.4 - —...� _. 4-6-0 6-0-0 4.3.4 0-2.12 1-6-0 CSL DEFL. n (loc) I/deft Ud TC 0-39 Vert(LL) -001 4-5 X999 240 BC 0-12 Vert(CT) -0.02 4-5 -999 180 WB 0.05 Horz(CT) .:0.00 4 n/a n/a Matnx-P LOAD CASE(S) Standard 6 a PLATES GRIP MT20 220:195 Weight 31 Ib FT = 20i%o 4Rcj� ESS f p� JiOWN1,31 CAO C 6638" r' EXP 06130/20; January 10, 2019 Cairo = 1200 ,Jdb_... _ Truss TRUSS �${} JFAINTRUSS,YUA4Ap�.�W� Truss Type Oly Ply Flat 1 I JOU Rsrereroa (opflonal) 060 lion: 8.210 s Apr 14 207 8 Print: 8,210 s Apr 14 20 18 MiTok lndualries. I nc. Thu Jan 10 89:47:54 2019 Payyse I 1D 750p 13ZBeV Tb_7z L W E RFsAq iyN ESK-8z IoeKs08LBRW095dn8uGJ bs M U qEl L5gYfkzwmUp ---- 5-8-8 5.8-8 X3.3 8 Scale = t 3'1,0 6 LOADING(psf) SPACING- 2-0-0 TCLL ko Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Struclural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recornmends that Stabilizers and required gloss b/iltirlg he installed doling truss erection. In accordance Ivilh Stabilizer- Installation tabilizerinstallation guide. REACTIONS. (lbisize) 5 = 158/Mechanical 4 = 35510-5-8 (min. 0-1-8) Max Horz '2x4 , 5 = -106(LC 8) Max Uplift 5 = -60(LC 8) 4 = -109(LC 9) Max Grav 5 180(LC 18) 4 a 355(LC 1) FORCES. (lb) M* Comp./Max. Ten. - All forces 250 (Ib) or less except when &I"n. WEBS 1-4=-1521277. 2-4=-2961184 NOTES - 1) Wind: ASCE 7.10: Vult =110mph (3 -second gust) Vasd=87mph; TCDL=6•opsf, BCD L=15,0 f; 11-2511; B=45fl; L-24ft; eave=oft: Cat- II; Exp B. Kd 1.00; enrtrised; MWFRS (duectrona 1) and C -C Exterlar(2) 0.1-12 to 3-1.12, 1nterior(1) 3.1-12 to 5-10-4 Zane; cantilever tell and 09111 exposed ; end VM- 1cal left and right expose I:C-C for members and forces & MWFRS for reactions shown; Lumber DOL='1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)'I'his Truss has beer) designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a five load of 20-Opsf on the bottom chord rn all areas where a rectangle 3-6.0 tall by 2-0-0 wide will ft between Itle bottom chore) and any other mFrrrlbers- 5) Refer 10 glyder(s) for truss to floss con neChons. 61 Provide mechanical connection (by othe rs)of truss to bean ng plate capable of wilhsNnding 100 Ib uplift al jolnl(s) 5 except G(=1b) 4=109. 7) This truss is designed in accordanre wlih the 2015 International Building Code section 2306.1 and referenced standard ANSlfrPI 1. LOAD CASE(S) Standard r < JUANv CAO r C 86380 ' r�1 ;= 136130120 I•-) January 10, 2019 4 _. '2x4 , 3x4 CSL DEFL. in (foe) I/deft Ud PLATES GRIP TC 0.39 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 BC 0.12 WB 0.05 Vert(CT) Horz(CT) -0.02 4-5 -0,00 4 >999 rda 180 n/a Matrix -P..._. Weight.,31115 FT=20% LOAD CASE(S) Standard r < JUANv CAO r C 86380 ' r�1 ;= 136130120 I•-) January 10, 2019 r Job, Truss Truss Type TRUSS 'S12 Flat JMW TRUSS, YUMAA2 Oty Ply 1 I Jab Reference (opllanaly 061 Run: 8,210 s qqpprr 14 2618 Print•. 8 210 s APPr 14 2018 MiTek Ir:dpknes. 5-8-8 Iric Tfns Jan 10 09AT55 2019 Page I ID:50pBZ8eVTb 7zLWERfsAgiyNEr, -c9sAagtev062iv1JRrrnOcsJ[ RF237ChDliUoZ1Z65BxwmlJq -- ---------- -- ---- -- 5-8-6 0-3-8 3x4' 1 Ti i 1 fi 2,4 6 4-3-4 4.3.4 LOADING(psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 15.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 BCDL 10.0 Corte IBC2015ITP12014 Matdx-P LUMBER - TOP CHORD 2x4 DF No.2 BOF CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 LOAD CASE(S) BRACING- Standard TOP CHORD Structural vmod sheathing directly applied or 6-0-0 oc purlins, except end vetbC8Is. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recnmmeijds that Stabilizers and required cross bracing j be insfalied during Truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lbisize) 5 = 158/Mechanical 4 = 355;0-5-8 (min. 0-1-8) Max Horz 5 --107(LC 8) Max Uplift 5 = -61(LC 8) 4 109(LC 9) Max Grav 5 - 181(LC 18) 4 = 355(LC 1) FORCES. (ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-4=-154/282. 24=-299/186 NOTES - 1) Wind: ASCE 7.10; Vult=71Omph (3 -second gus() Vaso=87mph; TCDL-6.0psf; BCDL=S.W-. h=2511; B=45". L=2411; eava=0: Cal. II. Exp B; Kd 1.00; en6osed; MWFRS (dlrerilonal) and C -C Extan rr(2) 0.1.12 to 3-1-17.. Inlerror(7) 3-1.12 to 5.10-4 zone; cantilever left and rlght exposed : end vertical left and right exposed;£ -C for members and forcos & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage In prevent water ponding. 3)'i'Itls Truss has beer) designed for a 10.0 PSI bottom chord live load nonconcurrent with any other live loads. 4)' This Truss has been designed for a Ilve foal of 20.Opsf on the bottom chord In all areas Whet -0 a rectangle 3-6.0 tall by 2-0-0 wide will fit between the boltom chord and any Other membP.rs. 5) Rnfer to girderfs) 1pr truss to Truss connections. 61 Provide mechanical conn000n (by 0111ars] of truss to bearing plate capable of wilhslanding 100 Ib uplift at joini(s) 5 except {fit=lb) 4=109. 7) This truss is desugned rn arcordance with the 2015 Internalional Building Code section 2306 1 and referenced standard ANSUTPI 1 32A PLATES MT20 Weight: 31 Ib GRIP 220/195 FT = 20% Rpt ESQ J101AN G CAO �c71 C 66380 t XP 06130%20 r II January 10, 2019 6-1. = r 97 0 4.6.0 6-0-0 0-2-12 _ 1-6-0 I� DEFL. in (loc) I/deft Lid Vert(LL) -0.01 4-5 >999 240 o Vert(CT) -0.02 4-5 >999 180 Horz(CT) -0.00 4 n/a n/a 32A PLATES MT20 Weight: 31 Ib GRIP 220/195 FT = 20% Rpt ESQ J101AN G CAO �c71 C 66380 t XP 06130%20 r II January 10, 2019 6-1. = r 97 0 Job Truss Truss Type TRUSS 514 Roof Special JMW TRUSS, YUMA AZ - - 3-6-0 - - -3-6-o oiy Ply . t l Job Reference (apGenal) 063 Run' 8,210 s qqppr 14 2078 Prrn1: 8210 sApr 14 2018 MITeh hli uslrle - Inc- Thu Jan 1089:47:50 2019 Page 1 10:50PB�VT1h 7zLWERFs"NE6FK-4MQ7-3OuGglCgv_TOIK575s2 hvPY9yksyoPJgdxwrnUn 3-111-8 -- 5-8-8 -0-Q - ------ 05-8. 1-9-0 - b-3-8 1 20 2 119 4x4 - 22r4 2.4 I 142 Lin B2 n _�.r•.- �- M1�.��� i �� .�. �ti'! Lam, f�J , r �.' - 4x4 � tt 0 ; 6 5 . 2x4 �2r4 3x4 - `•0 ,5x7 January 10, 2019 3'6-0 S 11-8 6-0-0 . Plate Ottaets x; Y}- (T _0.5 4,0.3 F2) 8_R5 4 [i: - ..- .. LOADING(psf) SPACING- 2-0-0 TCLL 20;0 Plate Grip DOL 1.25 CSI. TC 0.13 DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 15,0 Lumber DOL 1.25 BC o.10 Vert(LL) =0.01 9-10 X999 240 f Vert(CT) -0,01 9-10 >999 180 MT20 220/195 BCL L 0.0 ' Rep Stress Incr YES WB 0.04 Horz.(CT) -0.00 8 n/a Na BL'DL 10.0 Code IBC2015ITP12014 _ - Matrix -P Weight: 39 lb `T= 20'/ LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2YA DF No.2 4)' Th}s truss has been designed fat a live loa:1 of 20.Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3-0-0 tail by 2-0-0 wide BRACING- will fit belweon tho Haltom chord and any other mernbek- TOP CHORD 5) Refer to girder(s) lof truss to truss connections. Structural woad sheathing directly applied or 6-0.0 oc purlins, except 6) Provide mechanical connection (by others) of truss to Clearing end verticals. Bate capable of wlfhstanding 100 lb uplift at Jolnl(s1 10, 7 except BOT CHORD (It=lb) 8-113, Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7) This truss is designed in accordance with the 2015 International 1"-0 oc bracing: 8-9. Building Code section 2306.1 and referenced standard ANS11TPI 1. 10.0-0 or, bracing: 6-7 MiTo recommends that Slabillzers and required crass bracing LOAD CASE(S) be installed during &t*s erection, in aMordance with Stabilizer Standard Ir)stal laNrul�ufrl, REACTIONS. (Ib/size) 10 - 85/Mechanical 8 = 310/0.5-8 (min, 0-1.8) 7119/0-5-8 (min.0-1-8) Max Horz 10 = 118(LC 9) Max Uplift 10 = .64(LC 8) 8 =-113(LC 9) 7 = -27(LC 9) Max Grav 10 = 128(LC 18) 8 = 319(LC 17) 7 = 122(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-256!191.34=-251;184 _ r �{ WEBS52;183, �� 1-8=-184;301 J101A CAO NOTES- ✓� r�g p C 66 3L1u 1J Wind: ASCE 7-tq; Uul€=fl0mph (3 -second gust) Vasd=87nrph; TCDL=$-Opst BCDL=S.Opsr; h-254; B�5ft, L=2411; Gave=4ft; Cat. II., _ Exp 8; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) EXP 06/30/20 3 0.1-12 to 34.4, Interior(1) 3.41 to 5.10.4 zons; cartblever lei# and right exposed; and vertical left and right exposed;C-G for members and farces & MWFRS for reactlons.rJlown; Lumber DOL=1.60 plata l Tip DOL=1.80 2) Provide adequate drainage to prevent wafer pending. L�C'r1 3) This truss has been designed for a 10.7 psi bottom chord live load - nonconcurrent with any other live loads. January 10, 2019 Job Truss Truss Type Oty Pry TRUSS S15 Roof Special I 1 JMw TRUSS, YUs9A AZ Job Refe,'anoe.(oplfanal). 084 Run: 8.210 s Ayr 14 2018 Prat: 8.210 s Apr 14 2018 MITek Induslrim, Inc- Thu Jan 100.47-57 20t3 Page 1 10:50pB28eVTb_7ZLWERfsAgiyNF-GK-YY_xHMvuReMmbdbDtoeKOm W sepuOhS55132CF3zwmUm 3 6.0 3 11-8 5.8.8. 3.8-0 0.5-8 1-13.0 Gm-.. 1202 4x4 f 2x4 !: 2x4 3x4 :• 2 3 I I I �f j w_. W2/ w w, az 132 -- _ 4.4 = 9 B 6 5 21.4 , 3.4 2x4 9.11-86-0-0 - Plate Offsets {]C,Y�.-[7:0.5�1,p.3-1 . 8:(}y.q LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TCDL 15.0 TC 0.13 Vert(LL) -0.01 9-10 -999 240 MT20 2201195 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 9-10 >999 180 BCL -1. 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 8 We We BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 39 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 OF No.2 4) • This truss has been design" for a Jive load or20.0psf on the WEBS 2x4 DF No.2 bottom cWd in all areas where a mctengle 3-3.0 tell by 2-0-0 wide BRACING- will fit between Site bottom chord and any other mom=s- TOPCHORD 5) Refer to 9(rder(5) for friss to 1ru5s connectrans. Structural wood sheathing directly applied or 6-0-0 oc purlins, except 6) Provide mechanical vonnection (by others) of truss to tlearlrg end verticafa. plate capable of withslanding 100 ib uplift at jofnl(s)10, 7 except BOT CHORD (it -11b) 8=112. Rigid ceiling directly applied or 6-0-0 oc bracing, Except. 7) This truss is designed in accordance with the 2015 International 10-0=0 oc bracing: 8-9. Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10-0-0 oc bracing: 6-7 A rek recommends that starbtllz�rs and required cross bracing LOAD CASE(S) be installed during truesar%tion, in arx:ordance with Stabilizer Standard Instaflalltln�ulda. - REACTIONS. (Ib/size) 10 = 85/Mechanical 8 = 310/0--5-8 (min. 0-1-8) 7 = 119/0-5-8 (min, 0-1-8) Max Horz 10 = 119(LC 9) Max Uplift 10 = -64(LC 8) 8 = -112(L.0 9) 7 = -27(LC 9) Max Grav 10 - 128(LC 18) 8 = 319(LC 17) 7 = 122(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD n 2-3=-267/201, 34=-261'/193 t1� WEBS62i192, 1-8=-1891310 'k J€QIAN CAC NOTES- VC -second 1) Wind' ASCE 7-1tr Vult=t 10mptr (3 -second gust) Vasd-87mph; TCDL=B.Opsf. BCDL-6.Opsf; h -25N B=45f1; L=24ft; cave=+Flt: Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extedor(2) 06130/20 0-1-12 to 3.4.4. Inter i'(1) 3.4-4 to 5-10.4 zone: cantilever left and right exposed ; end vertical left and 60t expesad;C-C for members and forces MWFRS for ,3 reactions shown Lumber DOL=1.60 plate V L \4 j grip DOL =1.80 [ 2) Provide adequate drainage to prevent waler ponding. r Ai tF 3) This Truss has been designed fora 10.0 psf bottom chord live load - nonconcurrent with any other live loads. January 10, 2019 Job ,Truss TfisTyrp9 Qty Ply TRUSS S16 Jack -Open l 1 jalb Reference (optional) 0655 jMW TRU56, YUMA AZ Run: 8"210 s Apr 14 2018 Print: 8.210 s Apr 1420 18 MiT0 lndustrfes. Inc. Tliu Ja11 '10 094758 2019 Page 1 ID:5OpBZ8eVTb_7zLWERfskllyNEBK-DBXJUhVWCxUdDn9QRW9-1c 3100EkQe4FGiomoWzwmUl 1�ri7 1-11.3_ 3-8-3 3-11-11 �tl•5.8 — 1-9-0 0-3-B im 1 3x4 - 2x4 !: 2x4 !I 3x4 2 3. 4 6 1 T}f- T1 VJF, WA ••- . 5x7 ? -•�. �r [ F0 4i e4 3x5 0 7 F, 12 2x4 l i g 82x4 I, 3x4 11 Bx7 LUMBER - TOP CHORD 2x4 DF No,2 BOT CHORD 2x4 OF No.2 WEBS 2x4 DF No.2 BRACING- - TOP CHORD Sltuatural wood sheathing directly applied or 3.11-11 oc purlins, axospt end verlicals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, -Except: 10-0-0 oc bracing: 11-12. 100-0 oc bracing: 9-10, 7-8 IdiTek ro oimnends that SfaUliiaers and required cross bracing be installed during truss efeclton, in ac4ordance vnth 5tabiiizet InatallaHun�utde. REACTIONS. (lbisize) 11 - -43/Mechanical 9 = 150/0-5-8 (min, 0-1-8) 8 = 226/0-5-8 (min. 0-1-8) Max Harz 11 - 119(LC 11) Max Uplift 11 - .201 (LC 10) 9 =-209(LC 9) 8 = -60(LC 9) Max Grav 11 = 218(LC 9) 9 = 267(LC 17) 8 = 226(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-2821152,2-3=-275/202, 3-4=-286/212, 4-5=-280/203 WEBS 411=-280/163, 2-9=-2561429 NOTES - 1) Wind; ASCE 7.10. Vult=11 Omph (3 -second gust) Vasdx87mph; TCDL=6.0ps€; BCDL=6.Opsf; h=25ft; B=45ft; L -24h; eave=oft; Cal. II; Exp B; Kd 1.00; enclosed; MWFRS (dtredionaf) and C -C Exterlor(2) 0.0.0 to 3-0.0, Intedor(1) 3-0.0 to 3.9-15 zone; canfllever left and rlght exposed ; end vertical left and right expmd:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 2) Provide adequate dralrlage to prevent water ponding. 3) Thts truss.has been designed lot a 10.0 psf bottom chord live load nonconcufrent with any other live loads, 4) • This truss has been designed fpr a live load of 20.Opsf on the botlom chord in all areas where a reclangle 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members" 5) Refer to 91rder(s) for truss to =runs connections. 6) Provide mechanical connection (by others) of truss to bearing plate capabto cf withstanding 100 16 uplift at joint(s) 8 excapl (jt=1b) 11-201,8-209. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIFTPI 1. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 28 Ib FT = 20%• 4. � G? C 6763$0 EYP 06130120 � January 10, 2019 S .rule = 1:'20 1 1-5•FI 1-11-3 3.11.11 2-0-8 elate Ofiaela Y. 8:0-0;4 0. 1 9:0-5-4 17.5-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/def! Ud TCLL 2 0. 0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 8 >999 240 TCDL 15,0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 8 >999 I 180 BCt.I_ 0.0 ' Rep Stress Incr YES WB 0.06 Hor7.(CT) -0,00 9 n/a Iva BCDL 10,0 Code IBC2015/TP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF No,2 BOT CHORD 2x4 OF No.2 WEBS 2x4 DF No.2 BRACING- - TOP CHORD Sltuatural wood sheathing directly applied or 3.11-11 oc purlins, axospt end verlicals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, -Except: 10-0-0 oc bracing: 11-12. 100-0 oc bracing: 9-10, 7-8 IdiTek ro oimnends that SfaUliiaers and required cross bracing be installed during truss efeclton, in ac4ordance vnth 5tabiiizet InatallaHun�utde. REACTIONS. (lbisize) 11 - -43/Mechanical 9 = 150/0-5-8 (min, 0-1-8) 8 = 226/0-5-8 (min. 0-1-8) Max Harz 11 - 119(LC 11) Max Uplift 11 - .201 (LC 10) 9 =-209(LC 9) 8 = -60(LC 9) Max Grav 11 = 218(LC 9) 9 = 267(LC 17) 8 = 226(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-2821152,2-3=-275/202, 3-4=-286/212, 4-5=-280/203 WEBS 411=-280/163, 2-9=-2561429 NOTES - 1) Wind; ASCE 7.10. Vult=11 Omph (3 -second gust) Vasdx87mph; TCDL=6.0ps€; BCDL=6.Opsf; h=25ft; B=45ft; L -24h; eave=oft; Cal. II; Exp B; Kd 1.00; enclosed; MWFRS (dtredionaf) and C -C Exterlor(2) 0.0.0 to 3-0.0, Intedor(1) 3-0.0 to 3.9-15 zone; canfllever left and rlght exposed ; end vertical left and right expmd:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 2) Provide adequate dralrlage to prevent water ponding. 3) Thts truss.has been designed lot a 10.0 psf bottom chord live load nonconcufrent with any other live loads, 4) • This truss has been designed fpr a live load of 20.Opsf on the botlom chord in all areas where a reclangle 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members" 5) Refer to 91rder(s) for truss to =runs connections. 6) Provide mechanical connection (by others) of truss to bearing plate capabto cf withstanding 100 16 uplift at joint(s) 8 excapl (jt=1b) 11-201,8-209. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIFTPI 1. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 28 Ib FT = 20%• 4. � G? C 6763$0 EYP 06130120 � January 10, 2019 S .rule = 1:'20 1 lot) Truss ',Truss Type aly Ply TRUSS 517 Jack -Open I I Jov Ruferarica (optional) 066 JMW TRUSS. YUMA AZ Run: 8.210 s Apr f 4 2018 PrW: 8.210 s Apr 14 20 f 8 MiTek Industries, Inc. Thu Jan 10 0SA7T 59 2D7 8 Page 1 ID:5OpBZBeVTb 7zLWERfsAgiyNESK-Vx5hilw9zFcTrxkc7DhoTBcOCcY795zOUMXJKyzwrnUk 0 0 5 1.8.3 1-1 IT 0-6-5 1-7-14 6.3 :xa3in= !'7B4 r LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 15.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDI.. 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end vertirais BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, tidiTek reoornmends that Stablflzsns and required crass hrrlcin(1 6a in&6alled during truss erection. in ecoerdanca with Stabllizr?r j In§tallation guide. REACTIONS. (Ib/size) 1 = O/Mechanical 6 = 163/0-5-5 (min. 0-1-8) Max Horz 1 - -89(LC 17) 6 = 84(LC 1) Max Uplift 6 = -44(LC 9) Max Grav 6 = 163(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult-110mph (3-5aowid gust) Vasd=671rlph; TCDL=.6.Qpsf; 8CDL-6.0pst; h=25ft; B=451L L=24ft; eave--4fl; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has Mean designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer- to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 6. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 0-Q-51-11-11 0-0-5 1-11-7 CSI. DEFL. in .(Ioc) (/defl Lid TC 0.05 Vert(LL) 0.00 5 n/r 120 BC 0,14 Vert(CT) -0.00 5 n/r 120 WB 0.02 Horz(CT) G.00 n/a n/a Matrix -S PLATES GRIP MT20 220!195 -. _j .......... ..... _ Weight: 13 lb FT=20°1, q.FES51GN JIGIAt ' CACrn C 66380 EXP 015/30120 � 3l CA1-�F� January 10, 2019 Job TRUSS JMW TRUSS, YUMA AZ Truss Tr4rss Type .. Si& jJack-Open LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code ISC2015ITP12014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No -2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. M ak recommends [list Stabilizers and required cross bracing W ins[alled during cuss erection, in accordance with Stabilizer . Installation guide. REACTIONS. (lbisize) 3 =-O/Mechanical 5 = 16410-5-5 (min. 0-1-8) Max Harz 3 = '152(LC 11) 5 = -71 (LC 20) Max Uplift 5 = -40(LC 8) Max Grav 5 - 164(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2761152 NOTES - 1) Wind; ASCE 7-10: Vult=11Omph (3 -second gust) VescW87mph; TCOL-O.Opsf: BCDL=64psf; h=2511; B=45f[: L=24tt: eave=0; Get. II; Exp B; Kd 1.00, endomd; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; and vartical left and right exposed:C-C for members and forces & MWFRS For readfons shown; Lumber 00L=1.80 Plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi Bottom chord live load nonconcurrent with any other live loads. 4) • This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle X&O tall by 2-0-0 wide will Ili between the bottom chord and any other members. 5) Refer to girders) for truss to truss conned Ions. 6) Provide mechanical canned ion (by others) of truss to bearing plate capable of withstanding 100 to uplift at Ant(s) 5, 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. Uly Ply 1 t - Job Reference (optional) 067.. Run: 8.210 s Apr 14 2016 Pant a.21,0 s Apr 14 2018 MITA tndustdes,. Ina. TJa hu n 16 GOV:59 2019 PagB 1 ID:5OpSZ80VTb_7zL W E RfsAgiyNE6K-V x5hi 1 wgzFcTrxkc30hoT Bcewca4ssObUMXJKyzwmUk 1-8-3 0-3- 0.25 12 V4 11 3.4= r`1 2 Iv 5 �- 3x4 CSI, TC 0.14 BC 0.02 WB 0.02 Matdx-P LOAD CASE(S) Standard 1.11.6 1-11-11 1-11-t3 � fh[1-ra DEFL. in (Ioc) I/defl Ud Vert(LL) 0.00 5 >999 240 Vert(CT) 0,00 5 >999 180 Horz(CT) 0,00 n/a n/a PLATES GRIP MT20 2201195 Weight: 14 lb FT=20% JUAN CAC mac, r.� EXP 06/30/20 January 10, 2019 un-Ee =1-2114 job Truss Truss Type .. ❑ty Ply ...— . TRUSS 519 Jack -open I i _ Job Refo3'8nco (aplional) 068 JAW TRUSS, Yi1MA AZ - •)tun: 8210 s Apr 14 2018 PrIn1: 8.2l0 s Apr 14 2018 MiTek lndWlrWr tft Thu jars 10 09;A6:002019 Pagel I D: SO p BZBe VTb_7zL W E R f sAq IYN EG K-x7f3vNxnkZklCW&kii5T OPBMROwBtuYjYjOH tsOnwm Uj 8.1. = 1:20 1 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1,25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 " Rep Stress Innis YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 OF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural world sheathing directly applied or 3-11-11 oc purlins, except end ventrals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recomirnwds that Stabilizers and required or68S brA-drlg 1 be in&talled during buss e11ec11on, in tsocardance with 5lahlllzer II Instelialion.guide. REACTIONS. (Ib/size) 5 = 43/Mechanical 7 = 28510-5-8 (min, 0-1-8) 6 = 510-5-8 (min, 0-1-8) Max Harz 7 = 113(LC 9) Max Uplift 5 --109(LC 9) 7 =-173(LC 8) Max Grav 5 = 129(LC 10) 7 333(L(-:18) 6 e 26(LC 31 FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown, WEBS 2-7=-225/369 NOTES - 1) Wind: ASCE 7-10; V„It=11Omph (3-secarldguwt) Vas&37mpti; TGOL=B.Opst; 9CDL=5.000; h=261t; B-45ft; L=2411; eave=4R; Cat. 11; Exp B; KI I.W; enclosed; MWFRS (direction at) and C -C Exterior(2) 0-1.12 to 3-1-12, 1ntenof(1) 3-1-12 t0 3.1'1-11 zone; caruilever left and night exposed ; end vertical left and dght exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconrurrent with any other live loads. 4)' This truss has been designed for a live toad of 20-0ps4 on the bottom a Nord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom Chord and any other members. 5) Refer to girder(s) for Iuss to truss connecllans, 6) Provide mechanical connection (by others) of truss to beating plate Capable of withstanding 100 Ib uplift at joint(s) except oMb) 5=109, 7=173, 1-6-0 1-6-0 CSI. TC 0.15 BC 0.03 WB 0.05 Matrix -P 14-12 _....30=0 0-2-12 1-3 A 0-T1-11 DEFL. in (lac) Vdefl L/d PLATES Vert(LL) -0,00 7 >999 240 MT20 Vert(CT) 0.00 7 X999 180 Horz(CT) 0.00 5 n/a n/a 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard GRIP 220/195 Weight: 23 ib FT = 20% jjnj Q11 MCI CAO 663801 EXP 06130120 Lks7s'sc , I -'r K -4 IWO " - A January 10, 2019 Jub Truss Truss Typo Oly Ply r� TRUSS S20 Jack -Open . 1 1 Job Refaranca (epltanal) 069 JMW TRuS&, YUMA AZ Run: 8.210 s Apr 14 2018 Prirtt: 8.210 s Apr 14 2016 MiTak Industries, Inc. Thu Jan 10 09A 6:01 20 M Page 1 ID: mCGRe46mnMQ7PjkZOSyH1 rznuuA-RJDS6jyPVss$4Eu76ejGZchY1 QGAd_FhygGOOrzwmLli 2-2-8 2-6-0 2-2-8 0-3-8 scar = r a LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2x4 DF No -2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MrTek reconimerlds Ittat Stabilizers and required cross bracing be installed during Truss erection, in accordance with Stabilizer Installalicn guide. REACTIONS. (lbisize) 4 = 99/2-6-0 (min, 0-1-8) 3 = 99/2-6-0 (miry 0-1-6) Max Horz 4 e -93(LC 8) Max Uplift 4-74(I_C 8) 3 -72(LC 9) Max Grav 4 = 137(LC 18) 3 137(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf: h=25ft; B=45ft; L=24ft; eave=2f[; Cat. It: Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for member% and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 6) Gable studs spaced at 141-0 cc, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0.25'_12 1 3x4 ::• 2 2X4 n . wt i 4 s 2X4.1: r CSI. DEFL. in floc) I/deft L!d PLATES GRIP TC 0.10 Vert(LL) n/a n/a 999 MT20 220/195 BC 0,04 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) -0.00 3 n/a n/a Matix-P Weight: 15 Ib FT = 20% 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 3, 10) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard f� J101ANG C. 0 c7 c C 6638vn EXE' 06130120 �3 January 10, 2019 E job Tress Truss Type Oty Ply TRUSS 521 JaCkCloaed 6 r JMW TRUSS, YUMA AZ - .lap Rerer"co (opllanel) 070 Run: 8.210 s Apr 14 2018 Print: 8-210 s Apr 14 7018 MVTok India tr[as, Inc. The Jan 10 09:A8:01 2019 Page. 1 I0:mCGRe46mnmo?i Jk70SyHIrznuuA-RJDSSjyPVssPAEu7GejGZchYTQGAd khyg0QOrzwmj 2-2-8 _z 6 2-2-6 03-8 sa'fEe = 7.1i.0 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 15.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 ' Rep Stress Inrr YES WB 0.01 BCDL 10.0 Code IBC2015(TP12014 Matrix -P ---------- LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOTCHORD Rigid calling directly applied or 10.0.0 oc bracing- MiTek recomrnenas that Stabilizers and required clava bracing be inVSII d during truss erectiwl, in accordance with StabNlzer ! insta la qon guide: REACTIONS. (Ib/size) 4 = 99/Mechanical 3 = 99/0-3-6 (min. 0-1-8) Max Horz 4 = -35(LC 10) Max Uplift 4 = -17(1-C 6) 3 = -17(LC 9) FORCES. (lb) Max. Comp.: Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 11 Wind: ASCE 7.10; Vult=I IOmph (3 -second gust) Vasd=67mph; TCD"=fi.OPSf; BCDL-0.0psf; 14=25 t: 13-4W L=24k eave=4€l; Cs 1. II; Exp 8: Kd 1,00; enclosed; MWFRS (directlonal) and C•C Exterior(2) ?One, Cantilever left and right exposed ; end vertical left and right exppsed;C-C €e( members and forces S MWFRS for rear ons shown; Lumber DOL=7.60 plate grip DOL=1.60 2) Provide adequate drainage to pnevenl water ponding. 3) ThK truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0ps1 on the bottom chard in all areas where a rectangle 3.6-0 tell by 2.0-0 wide Y411 ft between the bottom chord and any other members. 5) Refer to glyda((s) fnr truss to truss connections - 6) Provide mechanical eommectlon (by others) of Russ to dearing plate capable at wi111113 rrding 100 Ib uplift at jWrtt(s) 4-S. 7) This truss is designed in accordance with ft 2415 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard 2-6-0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 3-4 >999 240 MT20 220.195 Vert(CT) -0.00 3-4 -999 180 Horz(CT) .3.00 3 n/a n/a Weight; 15 Ib FT = 20`i t7� ESS1e- JUANG CAA, - C 66380 EXP 06130/20 � January 10, 2019 Jab Truss Truss Type Qty My TRUSS S24 .Jack -Open i f J%$. nreranse(opWnai) 071 JMVV TRUSS. YUrdA AZ _ Run: 8210 s Apprr 14 2048 Prtnt: 8210 s Apr 14 201 B MTok Indusldes, Inc- Thu Jan 14 09:40,02 2019 Page 1 1D:mCGRe46mrvV0?PJkZQ5yH1 rznuuA-vWngK3y1 GA?2iOT8gMEV5gEixgcXM RDgAKmzxFlzwmUh 3.83 3-11.11 3.8-3 3 8 8.1. = 1:20 1 G 0 29 12 314 4M 10 2 f I wl r f - VV4 `i I � 1 1 w2 •S.ri o 1-0 f 92x4 :I � J •�� `�� 8 ,?- '•1 .a 2x4 :14 3n4 - LOADING(psf) 1-" .._.1-0-12 2-G U -.... 3.11.17 SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inrr YES BCDL 1Q0 Code IBC2015(TP12014 LUMBER - TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 OF No.2 WEBS 2x4 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing Mlek retanmmends that Stabiiliers and required cross ortir.ir:g be installed during truss erection. in accordance with Stabir,rc:, _ Installawn guide - REACTIONS. (lbisize) 5 = 46/Mechanical 7 = 28810-5-8 (min. 0-1-8) 6 - -0/0-5-8 (min, 0-1-8) Max Harz 7 = 112(LC 9) Max Uplift 5 =-107(LC 9) 7 =-188(LC 8) 6 - 7(LC 18) Max Grav 5 = 133(LC 10) 7 = 338(LC 18) 6 = 38(LC B) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown - WEBS 2-7=-2201360 -- 1-" .._.1-0-12 2-G U -.... 3.11.17 1-6-0 tk-12 03-0 1-5-11 CSI. DEFL, in (loc) I/deft L/d TC 0.15 Vert(LL) -0.00 6 >999 240 BC 0.04 Vert(CT) -0.00 6 >999 180 WB 0.05 Horz(CT) 0.00 5 n/a n/a Matrix -P NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1=12 to 3-11-11 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except Qt=1b) 5=107,7=188- 7) This truss is designed in accordance with the 2015 International Building Code section 2306-1 and referenced standard ANSI/ TP1 1. LOAD CASE(S) Standard PLATES GRIP MT20 2201195 Weight: 23 Ib FT = 20% JUANG CAO C 6638un1 L r -V . EXP 06f30I20 January 10, 2019 Truss Tress Type 401y Ply TRUSS S25 Jack -Open 1 I • JMW TRUSS. YUMA A2— - - - ... Job ReFemnce (optlanel) 0.72 F6_" 8:21G S Apr 14 2018 Pnnl' 8-210 s Apr 14 2018 MiTek trfdukries: Inc, Thu Jan t0 011:48:03 2019 Page 1 Exp B; Kd 1 A0; enclosed: MWFRS (direcllanal) and GC Exterior(2) zona; canNevaf left and 1D:mCGRa48mnMf]7PJkZoSyHirznuuA-NiLCXPzflL17vJY2NE31kelmtlEy05u7 P VXTjzwrnUg right exposed ; end vertical IeR and right exposed;C C for members and forces MWFRS for reactions shown; (7� Q 1T_11-11 fi Ji 1-8-3 0-3- _ S.i.= 204 7 i bottom chord In all areas where a rectangle 3-13.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 3x4 - S 0.2612 2x4 1; 2 3 6) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 1DO Rt, uplift a jolnt(s) S. 7) This truss is designed In accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1, 02,4 ',1 } I 3;04 1-11-7 1-11 11 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (;cc) I/deff L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 TC 0,13 BC 0.02 Vert(LL) 0.00 5 >999 240 MT20 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Vert(CT) 0.00 5 >999 180 Horc(CT) 0.00 n/a n/a BCDL 10.0 Code IBC2015!TP12014 Matrix -P Weight: 14 ib FT = 20% LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 LOAD CASE(S) BRACING- Standard TOP CHORD St(uetural wood sheathing directly applied or 1-11-11 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.00 00 bracing. j MfTek ragQmmends Thal Stabilizers and required cross tRacing be Installed during truss ereclion. in accordance with Slat)BizaF Installation guide. J REACTIONS. (Ibisize) 3 = -O/Mechanical 5 = 16410-5-5 (min, 0-1-8) Max Horz 3 = 148(LC 11) 5 = -68(LC 20) Max Uplift 5 = -40(LC 8) Max Grav 5 = 164(LC 1) FORCES. (lb) M#, Comp./Max. Ten. - All forces 250 (lb) or less except when shoWn. TOP CHORD 2-3=-268;147 NOTES - 1) Wind: ASCE 7-10; VOIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Dpaf; BCDL=6.Opsf; h=2611; B -Oft L=24ft; eave-4ft; Cat. it: Exp B; Kd 1 A0; enclosed: MWFRS (direcllanal) and GC Exterior(2) zona; canNevaf left and nF E S S / right exposed ; end vertical IeR and right exposed;C C for members and forces MWFRS for reactions shown; (7� Q Lumber DCL=1.60 plata 90p DOL- 1,60 2) Provide adequate drainage to prevent water ponding. fi Ji 3) Thls truss has been designed for a 10.0 paf bottom chord live load _ nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 2D.OXF an the �3 3€.Zu s 1 bottom chord In all areas where a rectangle 3-13.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. EXP ��' 5) Refef to girder(s) for truss to moss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 1DO Rt, uplift a jolnt(s) S. 7) This truss is designed In accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1, January 10, 2019 Job Truss Truss Type bly Ply TRUSS S18 Jack -Open 1 Jab RPrerence (optional) 073 JPAW TRUSS, YUMA AZ Run- 6.210 s APT 14 2018 Pnat- 8.210. s Apr 142016 MITOk Indusides, Inc Thu Jan 14 09:A6'04 2019 Paye 1 ID:mCG Re46m nM0? PJkZOSyH 1 rzn ui rA-ruvall_Hon Fmxidaom GzAFJ3udl (=q LE 7e e F 4?9z+vm Uf 1-8-3 1.11-11 1-8-3 0-3-9 3-1. =120.s LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC20151TPI2014 LUMBER - TOP CHORD 2x4 DF No -2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticais. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommerods Mal S(abllizers and required cross braclnq be ins laIled flu ring truss erection, in ecoofdance with Stablllzer Installation guide. REACTIONS. (Ibisize) 3 = O/Mechanical 5 = 164/0-5-5 (min. 0-1-8) Max Horz 3 = 146(LC 11) 5 = -68(LC 20) Max Uplift 5 = -40(LC 6) Max Grav 5 = 164(LC 1) FORCES, (lb) Max. Comp -/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/146 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical telt and right exposed;C-C for members and fomes & MWFR5 ror reactlons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members - 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. I 3x4: 2a4 '1 ;1w+ T1 - \ w3 v W2 \ d s1 &2r.4 it d 3M 1-11-7 1_-11 11 1-11-7 0-6-4 CSI. DEFL. in floc) I/defl L/d TC 0.12 Vert(LL) 0.00 5 >999 240 BC 0.02 Vert(CT) 0.00 5 >999 180 WB 0.02 Horz(CT) 0.00 n/a n/a Matdx-P LOAD CASE(S) Standard PLATES GRIP MT20 220/105 Weight: 14 ib FT = 20% ESS/0 ��� �� JUA71,1C S �•, & C 66380 XI ,06/30{20 I j 'Vkt�� January 10, 2019 Joh Trust iTFWs jpB— Oty Ply TRUSS S27 Jack -Open 1 1 Joh Referent© lapllorial) 074. JMUv TRUSS, YUMA AZ Run; 8.210s Apt 1A 2418 Print- 8.210 z Apr 1.120 16 MiTek Industries, Inc. Thu Jan 10 69:A6 94 2019 Page 1 1D:mCGRe46mnM07PJkZOSyH1 rznuu"Vell_HonFmxidaomGzAFJ2Pd17gLk7e0F479zwMUI 3-8-3 3-11-11 3-8-3 0-3-8 s ,:n = r20 LOADING(psf) TCLL 20.0 TCDL 150 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 Code IBC2015/TP12014 Matnx-P WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recamrneods that Stahilizers and required pass bracing he insiafled during Iruss erection, Iii accordance wlM StablIIzer Installation guide. REACTIONS. (Ib/size) 5 = 46/Mechanical 7 = 288/0-5-8 (min. 0-1-8) 6 = 0/0-5-8 (min. 0-1-81 Max Horz 7 =-108(LC 8) Max Uplift 5 =-103(LC 9) 7 --168(LC 8) 6 - -7(LC 18) Max Grav 5 = 132(LC 10) 7 = 336(LC 18) 6 = 37(LC 8) FORCES. (lb) Max. CompJMax. Teri. - All forces 250 (lb) or less except when shown. WEBS 2-7=-214/353 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upiiftat joirit(s) 6 except (jt=1b) 5=103,7=188. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 LOAD CASE(S) Standard Weight: 23 Ib FT = 20% rQ�,�JIQDIAN,G CAC 6V3L3u r7i EXP 06130/20 January 10, 2019 i! 4x4-- 3=°_ Ti /L I � f f w 11\ W33 iii '21A 3X4 2x4 ',, 4 1-6-0 1-8-12 2-6-0 3-11-11 I-6-0 ..... 0-242 0.9.4 r 1-5-11 SPACING- 2-0-0 CSI- DEFL. in floc) I/defl Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.16 Vml(LLI -0.00 6 >999 240 MT20 220/195 Lumber DOL 1.25 BC 0.03 Vetl(CT) -0.00 6 >999 180 Rep Stress Inrr YES WB 0.05 Horz(CT) 000 5 n/a n/a Code IBC2015/TP12014 Matnx-P WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recamrneods that Stahilizers and required pass bracing he insiafled during Iruss erection, Iii accordance wlM StablIIzer Installation guide. REACTIONS. (Ib/size) 5 = 46/Mechanical 7 = 288/0-5-8 (min. 0-1-8) 6 = 0/0-5-8 (min. 0-1-81 Max Horz 7 =-108(LC 8) Max Uplift 5 =-103(LC 9) 7 --168(LC 8) 6 - -7(LC 18) Max Grav 5 = 132(LC 10) 7 = 336(LC 18) 6 = 37(LC 8) FORCES. (lb) Max. CompJMax. Teri. - All forces 250 (lb) or less except when shown. WEBS 2-7=-214/353 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upiiftat joirit(s) 6 except (jt=1b) 5=103,7=188. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 LOAD CASE(S) Standard Weight: 23 Ib FT = 20% rQ�,�JIQDIAN,G CAC 6V3L3u r7i EXP 06130/20 January 10, 2019 Job TruSa Truss Typo TRUSS- 828 Roof Special JMW TRUSS- YUMA A2 1-6-D 1-8-0 OlY Ply ....._ . I Job Reference (ooanal) 075 - Run: B.210 s Apr 14 2010 Prins: 8.210 B Apr 14 2018 MiTek Industries. Erle. Thu Jan 10 09:AaM5 2019 Page 1 ID:mCGRe4BmnM47PJk20SyHlrznuuA-J5Tyy5'�vZSNdZsCmLUnCjSsDCicFZauHtl dYazwmL1e 2-6-054.8 16-G-01.0-0. 3-2-8 - 6 -3-8 12 I f � 3.4 = 41.4 = 3x4 - 21.4 a a 4 71 s r - wa 94 6 I 11 31.6 1e l 32x4 :I 2x4 i', 9x4 - 1.6.0 2.0-8 2.5.0 6.4-0 0.6.6 0-5.8 3-G IS P�aSefel�Yj-[7A•5•_4�0�72T�I8;0-T-12Q�2.4] .. _ - - LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 5-6 =999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0,01 5.6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/rP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) ` This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 DF No.2 t s bottom chord in all areawhere a rectangle 3-G-0 tall b 2-0-0 wide 9 y BRACING- will fit between the bottom chord and any other members - TOP CHORD 6) Refer to girder(s) for truss to truss connections Structural wood sheathing directly applied or 6-0-0 oc purlins, except 7) Provide mechanical connection (by others) of'truss to bearing end verticals. plate capable of withstanding 100 Ib uplift at joinQs) 5 except (jt=lbj BOF CHORD 7=125. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 8) This truss is designed in accordance with the 2015 International 10-0-0 oc bracing: 8-10 Building Code section 2306A and referenced standard ANSI,rrPI 1. MpTek reci *mends that Stablllzers and r[iquired cross brs ng i be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) Installation guide.- _ .......-._ Standard REACTIONS. (lbisize) 5 = 53/Mechanical 7 - 47210-5-8 (min. 0-1-8) Max Horz 7 = 108(LC 11) Max Uplift 5 - -42(LC 9) 7 --125(LC 8) Max Grav 5 = 87(LC 17) 7 = 472(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - AI. forces 250 (lb) or less except when shown. TOP CHORD 3-4=-346/240 BOTCHORD 7.8=-209/263, 3-7=-386/232 WEBS 4-7=-268i397 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI1=110mph (3 -second gust) Vasd=87mph; TCD1_=6.Dpsf; BCOL-B-Opsf; h=25ft; B=4511; L=24ft; eave=oft; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS tdirectional) and C -C. Extehor(2) 0-1-12 to 3-1-12, Intedorl1) 3-1-12 to 5-10-4 zone: caMilsver 10 and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DUI_=1.60 plate ,grjp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. PLATES MT20 GRIP 220/195 Weight: 40 lb FT=20%r. i ESS/ J101ANG C. 0 lk C 66380 E.G.i • r-�1 EXP 06130/20 = F is January 10, 2019 :cie=7188 Jab Truss ..... ..-Tru95T}ipe Qty — •Ply TRUSS S29 Roorspuaial I 1 .- _ Arb Referencii (optional) JMW TFit155, Yt1MA AZ Run: 8.2'10 s Apr 14 2018 Pnnl 8.210 s Apr 14 2018 MITek Industrxr, tnc. IA: mCGRe4ftnMO?PJkZOSyH 1 rAnnrIUA•nH OLAR? Ytf PVIJ B?nyv6JRC 1-6-6 2-6-0 5.8.8 6.0.0 1-6-0 1-0-0 3-2-8 __ ........ 6-3-8 076 0ODA 8-Qe 2019 S.:. = 1 1 1 — . 12 3 3x4 = 2X•1 li 3X4- 3x4 = 2 3 q - wY 71... I I � 1 .S3 3 J/ nI.FL - w -d 11 3r.4= a. 12 4X•; .. � to o,a ..._ N41- . �-6-0 aha - -- — -- _f'taSe gHsets {x,Yj-•[7:p-5�.1i-3='i2j, I9:f1-1-42,5}21 _. LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) lidefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.15 Vert(LL) -0.01 Fib X999 240 MT20 2201195 TCDL 15.0 Lumber DOL 1.25 BC 0,10 Vert(CT) -0.01 5-6 >999 180 BCLI.. 0.0 • Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matdx-P Weight: 41 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BUT CHORD 2x4 DF No.2 5)' This truss has been designed for a live load of 20.0psf on the WEBS 2x4 DF No.2 bottom chard rn all areas where a rectangle 8-$-0 tall 2-0-0 wide BRACiNG- will fit between the bottom chord and any other members. TOP CHORD 6) Refer to girder(s) for truss to truss connections, Structural wood sheathing directly applied or 6-0-0 oc purlins, except vrilcal connectionn) f truss 7faie vide end verticals. le of 100 3b uplift t 5 exbearing P f 9 p )(1 ) cW (jt=lb) BOT CHORD 7-125. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 8) This truss is designed in accordance with the 2015 International 10-0-0 oc bracing: 8-10 Building Code section 2306.1 and referenced standard ANSI!TPI 1. MrTek recommends thaf Siabllizar5 and requited Cross bislang h0 installed during truss erection, In accordance with Stabilizer LOAD CASE(S) installation Standard REACTIONS. (lbisize) 5 = 53/Mechanical 7 - 47210-5-8 (min. 0-1-8) Max Horz 7 = 107(LC 9) Max Uplift 5 - 42(LC 9) 7 --125(LC 8) Max Grav 5 = 87(LC 17) 7 = 472(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-334/231 BOT CHORD WEBS85i230 Vs ISs1 , ��VS �i 4-7=-260/386 NOTES- ` Fy JOA% x CAO 1) Unbalanced roof Ilve loads have been considered for this design. 2) Wind: ASCE 7-10; Volt=I IOmptt (3-seCoo gusl) Vasd-87mph; ( 3 u TC0L=6.0psf; BCDL-6.Opsf; h=25ik B=45% L -241t; 68ve-4tt; Cat. IL Exp B; Kd 1.00; enclosed; MWFRS (diPactfanal) and C -C Exterior(2) EXP �6a( 0�2 0-1-12 to 3-1-12, Inlerlflr(1) 3-1-12 to 5-{0.4 zone; cantilever len and right exposed ; end vertical left and right exposed;C-C for members isi y and DCc s1 B� WFRS for reactions shown; Lumber DOL=1.60 plategri 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf boilom chord live load CM_ nonconcurrent with any other live loads. January 10, 2019 Jab Tnf&s Trws. Type TRUSS -S30 Root Special Jf AW TRUSS, YUMA AZ _1.6-0 2-" 1-6-45 1 -f7 -U city Ply 1 1 7 !Job Reference (optional) 07. / Run: 8.210 S Apr 14 2018 Pdnl: 8.210 S Apr 14 201 B MiTek Industries, Inc. Thu Jan 10 09;40;07 2019 Page 1 iD:mCGRe46mnM07PJkZ0SyH1 rznuuA-GTajNmOA5idLo9M8TvggnlxYlrljlUQaKcTkcUzwmUc 568 _ _ 6-0Q - - 3-2-8 0-3-6 BCDL 10.0 Code IBC2015ITP12014 Matrix -P 12 TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) ` This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 OF No.2 bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 vnde BRACING- will fit between the bottom chord and any other members. TOP CHORD 3x4 = 2.4 :: 3.4 a 7) Provide mechanical connection (by others) of truss to bearing end verticals. en 3A .- 4 BOT CHORD 7=125.8) Rigid ceiling Directly applied or 6-0-G oc bracing. Except: This truss is designed in accordance with the 2015 International 10-0-0 oc bracing: 8-10 Building Code section 23061 and referenced standard ANSI./TPI 1. r MiTek recomrnends 1t1at S(abllizem and mAuired cross bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) lnstallalianguide. _ Standard REACTIONS. (lbisize) 5 = 53/Mechanical 7 = 472/0.5-8 (min, 0-1-8) Max Horz 7 = 107(LC 11) Max Uplift 5 - 42(LC; 9) 7 --125(LC 8) Max Grav 5 = 87(LC 17) 7 - 472(LC 1) FORCES. (lb) W4 Max, Comp./Max. Ten. - All forces 250 (lb) or less except when. shown. TOP CHORD 3-4=-322/224 BOT CHORD 3.7=-384/228 WEBS VP .. ... ..... pp x. ._. a, ! _ 94 11 ° 3r.4- 1C 2x4 „ 62r4'I s 4M 1-&0 2-0.8 24.0 • 6-0-0 04-6 0-5.8 _ Piete f]ifs0l8 [7�,Y)-jY:O.5�.4.9-1 $:£1-i-12,4-2-4]_ � �. ._3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (toe) I/deft Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC C.15 Vert(LL) =0.01 5-6 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) .0.01 5.6 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.05 Horz(CT) 0.00 5 n/a nla BCDL 10.0 Code IBC2015ITP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) ` This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 OF No.2 bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 vnde BRACING- will fit between the bottom chord and any other members. TOP CHORD 6j Refer to girder(s) for truss to truss connections. Structural wood sheathing directly applied or 6-0-0 oc purlins, except 7) Provide mechanical connection (by others) of truss to bearing end verticals. en plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt=lbj BOT CHORD 7=125.8) Rigid ceiling Directly applied or 6-0-G oc bracing. Except: This truss is designed in accordance with the 2015 International 10-0-0 oc bracing: 8-10 Building Code section 23061 and referenced standard ANSI./TPI 1. r MiTek recomrnends 1t1at S(abllizem and mAuired cross bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) lnstallalianguide. _ Standard REACTIONS. (lbisize) 5 = 53/Mechanical 7 = 472/0.5-8 (min, 0-1-8) Max Horz 7 = 107(LC 11) Max Uplift 5 - 42(LC; 9) 7 --125(LC 8) Max Grav 5 = 87(LC 17) 7 - 472(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when. shown. TOP CHORD 3-4=-322/224 BOT CHORD 3.7=-384/228 WEBS 4-7=-254i375 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87rnph; TCDL=6.Opsf; BCDL=6 .Opsf; h=251ft; B=45ft; L=24ft; eave=4fi; Cat. It: Exp B, Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOI_=1.60 plate grip. DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Weight: 41 ib FT=20% 1ZVV ESS/ JQIAfi s CRC C 66380V EXP 06130120 January 10, 2019 s.:... rut dot, Ti use ..... - TNBS Type - - --- . pry ply TRUSS 531 Rwr Special I 1 da Reference (ogiionai). 078 dMW TR1195, Yi11NA A2 f Run'. $.210 S r In 2038 Pruni! 8.210 s Apr 14 2018 MiTek Industnes. Inc. Thu "I1 10 09 40:CIS 2019 Paye I ID! mGGR04�mnlv1l77PJkZOSyH1 rznuuA-kg85b61 arDiCQJWLIcLYL5TjXFeym9h)ZGD18XZWMUb S -M 3.2-8 9-38 12 1 axe - 2x4 axe axe 2 3 ,, TS I MIT i\ Fj Val 1W 44 - ir3 �; wt 11 3r� — 10 6 R., .9 2M 1-6-0 2-0-8 2-&p _ 6-0-0 _ 1-6-0 0.6-$ 0.5-8 - 3.641 .. — Yfate []Recta (x.Y1- j�:0-6�,0�3-12j;-f_8:f�1-12,t7.2-�1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,15 Vert(LL) -0.01 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0,10 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0,00 5 We n/a BCDL 10.0 Code IBC2015/1'PI2014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5)' Thfs truss has been designed for a live load of 20-Opsr on the WEBS 2x4 DF No,2 bottom chnfd in all areas where a rectangle 3.6-0 tall by 2-0-0 wide BRACING- will tl between the lmtlom chard and arty other members. TOP CHORD 6) Refer 10 girder(s) for truss to truss connec#ons. Structural wood sheathing directly applied or 6-0-0 oc purlins, except 7) Pmvide mechanical connerlion (by others) of truss to bearing end verticals. plate capable of withstanding 100 lb uplift atjoint(s) 5 except QMb1 BOT CHORD 7-1255, Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 8) This truss is designed in accordance with the 2015 International 10-0-0 oc bracing: 8-10 Building Code section 2306.1 and referenced standard ANSI/TPI 1, MITak recomrnands that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) InstBElaiion guide; W Standard REACTIONS. (Ib/size) 5 = 53/Mechanical 7 - 472/0-5-8 (min, 0-1-8) Max Horz 7 = 106(LC 9) Max Uplift 5 - 41 (LC 9) 7 --125(LC 8) Max Grav 5 = 86(1-C 17) 7 = 472(LC 1) FORCES. (lb) Max. Comp,/Allax. Ten- - All forces 250 fib) or less except when shown. TOP CHORD 3-4=-3111216 BOT CHORD 3-7=-3831226 WEBS 4-7=-247/366 NOTES - 1) Vnbalarlced roof It" loads have bean considered for this design, 2) Wind: ASCE 7-10: Vult=11Omph (3-secdrxl gust) Vasd=Vrnph; TCDL=6.Opsf; BCDL=,Opsf; h=25ff; 0=4W L -24f1: eave=oil; Cat. il_: 1 xp B; Kd 1.00; enciasod; MVVFRS (diroctional) arta C -C Exterior(2) 0•1-12 to 3-1-12, Interior(1) 3.1.12 to 5-10-4 zone. cantilever left and right exposed: end vertical left and right exposed:C-C for members and furans & MWF4S for reactions down; Lumber DOL -11.60 plate grip OCL -1.60 3). Provide adequale drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bollom chord live toad nonconcurrent with any other live loads - PLATES GRIP MT20 220/195 Weight: 41 Ib FT = 20% Awa o� Essle- J � f�}�f1s?�l i�x C.A0 r t� 1. 6638AV � EXP 06130120 AD + a r January 10, 2019 Sc a. = r 19' Jab Truss Truss Type TRUSS S32 Fiat JMW TRUSS. YUMAAZ . . 6 2 I 1 Oly !my ... ... --. 1 I Job Raremw*.. (vpttun91) 079 Run: 8-210 S Apr 14 2018 Phrrl: 8.214 sApr 14 2016 MITek Iridustnas. Inc. Thu Jan 10 89:48-0921019 Page i ID:rnCGRe0mnMO? PJklOSyH1 rdnuuA-CsiToS2QcKt32TVxaK%8tlOgxe_$VczsrlwyrhNzwmUa 5-8-8 5-8-8 3X4 = wbI 2.4 11 -M 3x4 2 11' 1.9.0 I _0.12 3X4 = wbI 2.4 11 -M BRACING - TOP CHORD" LOAD CASE(S) Structural wood sheathing directly applied or 6-0-0 oc purlins, except Standard end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that 5tabillzars and naquired ixas>s bracing be installed during truss erection, in accordance with Stabilizer Installation guide, _ REACTIONS. (lbisize) 3 = 156/Mechanical 4 = 355/0-5-8 (min. 0-1-8) 4 = 355/0-5-8 (mint 0-1-8) Max Harz 4 = •106(LC 10) Max Uplift 3 = -60(LC 9) 4 --109(LC 8) Max Grav 3 = 180(LC 17) 4 = 355(LC 1) 4 p 355(LC 1) FORCES. (lb) Max- Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 14=-293/187. 2-4=-149/272 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ° This truss has been designed for a live load of 20, Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3 except Qt=lb) 4=109. SNC CAO •yl C 6363803 rx+n Cl-' EXP 06130120 --1' CAO January 10, 2019 2-0-a 1.9.0 I _0.12 1.Q.o n -2•i2 a• -1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 3-4 >999 240 MT20 220/195 TCDL 15,0 Lumber DOL 1.25 BC 0.12 vert(CT) -0.02 3-4 X999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a nda BCDL 10.0 Code IBC2015/TP12014 I Matrix -P Weight: 31 lb FT=20% LUMBER- - - — - — - TOP CHORD 2x4 F No.2 BOT CHORD 2x4 D O F No.2 8) This truss is designed in accordance with the 2015 International WEBS 2x4 DF Na 2 Building Code section 2306.1 and referenced standard ANSI/TPI 1 BRACING - TOP CHORD" LOAD CASE(S) Structural wood sheathing directly applied or 6-0-0 oc purlins, except Standard end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that 5tabillzars and naquired ixas>s bracing be installed during truss erection, in accordance with Stabilizer Installation guide, _ REACTIONS. (lbisize) 3 = 156/Mechanical 4 = 355/0-5-8 (min. 0-1-8) 4 = 355/0-5-8 (mint 0-1-8) Max Harz 4 = •106(LC 10) Max Uplift 3 = -60(LC 9) 4 --109(LC 8) Max Grav 3 = 180(LC 17) 4 = 355(LC 1) 4 p 355(LC 1) FORCES. (lb) Max- Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 14=-293/187. 2-4=-149/272 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ° This truss has been designed for a live load of 20, Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3 except Qt=lb) 4=109. SNC CAO •yl C 6363803 rx+n Cl-' EXP 06130120 --1' CAO January 10, 2019 Jab Truss Truss Type aty ; Ply Op TRUSS S33 Flat t 1 Jon Reference (opiWnal) _ 080 _?MW TRUSS, YUMA A2 Run: 8-210 s Apr 14 2018 Print: 8-210 s Apr 14 2018 fdiTek trreuMks, Inc. Thu Jan 10 09:48.10 2019 Page 1 I D. mCGRe46mn MO?PJ kZ08yH 1 rznuuA-g2Gr?o32Nd?wld 4j 81 N NO WZ7y2K5E3D00a i00pzwmUZ 5-8-8 _ .... .... -0- _� ic3ia = 7 18,e 6 4V q 3za 'L 'i T R4- u '. 2-0-0 186 1$11..0-0-0 �9 C 1 8.11 e 012 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 15.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 BCDL 10.0 Code IBC2015/TP12014 Matrix -P LUMBER - TOP CHORD 2 4 DF N 2 DEFL, in (loc) 1ldefl L/d Vert(LLI -0.01 3-4 >999 240 Vert(CT) -0.02 3-4 >999 180 Horz(CT) 0,00 3 n/a n/a PLATES GRIP MT20 2201195 Weight: 32 lb FT = 20% x o. BOT CHORD 2x4 DF No.2 8) This truss is designed in accordance with the 2015 International WEBS 2x4 DF No.2 Building Code section 2306.1 and referenced standard ANSI/TPI 1. BRACING - TOP CHORD LOAD CASE(S) Structural woad sheathing directly applied or 6-0-0 oc purlins, except Standard end verticais BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mffibk recommends [hat $Ublllxers and required cross bracing he installed during truss erection. In accordance with Stabilizer Installailon guide. REACTIONS. (Ib/size) 3 = 156IMechanical 4 = 355/0-5-8 (min- 0-1-8) 4 = 355/0-5-8 (min 0-1-8) Max Horz 4 =-105(LC 8) Max Uplift 3 = -60(LC 9) 4 --109(LC 8) Max Grav 3 = 180(LC 17) 4 = 355(1-C 1) 4 = 355(LC 1) FORCES. (lb) Max. Comp/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 111=-291/185, 211=-147/267 NOTES- p SS ra 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10: Vult-1110mph (3-secdlld gust) Vaw-87mph; n( TCDL=6.Ops1; 6CDL=fi.0psl; h 23R; B=45ft; L-24tt; eave=4ft; Cat. 11; Exp B; Kd 1.00; Q J1,01 NCZ CAO � enclosed; MWFRS (directional) and C -C Exterior(2) �� y 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and �+? right exposed ; end vertical left and right exposed;C-C for members p { lt)u and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ter Mgrip DOL=1.60 �✓a t�}`2{� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 3� nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate January 10, 2019 capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 4=109. �TRLISS rruss Type 534 GABLE JMW TRUSS. YL1tiA AZ 0 Oty Ply [ 1 ,lot1 Reference tapilonal) 081 Run; 8.210 s Ape 14 2018 Pant: 8.710 s Apr 14 2010 MrTek Industnu, Inc Thu Jan 10 09:48:12 2019 Page 1 TO: MCGRa4BmnMO7PJkZOSyH 1r2nuuA-cROcQU4IvFFdvxE6GSPrVxaLQs78iyK lUuBVHIxwXX 5-8-8 6-0-0 5.8.13 0-3-8 5x3 it 3.0 z �[Iy[j0YYIly � T+ - - - � •._ - 1071 I i I p:, ;' w4 ,wz wz- i j.. P1 t _ 3X4 - 2.6.0 28-12 3-6-0 t3•p a, i 2-6.0 0.2.12 0-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.00 3 4 >999 240 MT20 220i195 TCDL 15.0 Lumber DOL 1.25 BC 008 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL. 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 36 ib FT = 20 LUMBER - TOP CHORD 2x4 DF N0.2 Gable suds s BOT CHORD 2x4 DF No.2 6)bltaced at 1 4-0 oc. p WEBS 2x4 DF No.2 7) This truss has been designed for a 10.0 psf b0tt0rTr chord live OTHERS 2x4 DF No.2 load nonconcurrent with any other live loads. BRACING- 8) • 'rhis truss has been designed for a live load OF 20.Opsf on the TOP CHORD bottom chord in all areas where a reclangle 3." tall by 2-0-0 wide Structural woad sheathing directly applied or 6-0-0 oc purlins, except will fiI between the bottorrl dlwrd and any ocher membefs. and verticals. 9) Refer to girder(s) for Truss to truss c0nne0t Dns. BOT CHORD 10) Provide mechanical connection (by others) of truss to bearing Rigid ceiling directly applied or 10-0-0 oc bracing. plate capable of withstanding 100 lb uplift at joint(s) 3 except dl=1b) 4=163. M T'ek reopnlmends ilial Stabilizers and requlrer! cru s bracilTrl 11) This truss is designed in accordance with the 2015 International be installed during truss erection, ill accordance- with 57abritzer Building Code section 2306.1 and referenced standard ANSI/TPI 1. Installation gurde. REACTIONS. (Ib/size) LOAD CASE(S) 3 = 45/Mechanical Standard 4 = 469/0-5-8 (min. 0-1-8) 4 = 469/0-5-8 (min. 0-1-8) Max Horz 4 =-105(LC 10) Max Uplift 3 = -65(LC 9) 4 =-163(LC 8) Max Grav 3 104(1_C 10) 4 469(LC 1) 4 = 469(LC 1) FORCES. (lb) Max. Comp./Max. Terl. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/236 WEBS 1-4=-4011241, 2-4=303/375 NOTES - 1) Unbalanced roof Ilve loads have been considered for Ibis deslgn- 2) Wind: ASCE 7-10; Vult=11 Omph (3-secorld gust) Vasa=87mph; TCDL=O.Opsf; BCDL=6.0psf; h=25ft; B=4 51t; L=240. eave=4f1; Cal. 11; Exp B; Kd 1.00; enclosed; MWFIRS (directional) and C -C Exlerror(2) 0-1-12 to 3.1.12. Interior(1) 3.1-12 to 5.10.4 zone; cantilever left and right exposed end vertical left and rlghl exposed -' C -C for members and forces & MRS for reactions shown; Lumber DOL=1.60 plate grip 001,=1.60 3) Truss desipnfld for wind loads in the plane Of the truss only. For studs exposed t0 wind (normal to the face), see Standard Industry Gable Etxl Details as applicable, or consult qualified building designer as per ANSVM-1 1. 4) Provide adequate drairrage to prevent water ponding. 5) All plates are 20 MT20 unless otherwise indicated. January 10, 2019 3a3:. = 1 19.8 JIQlY5t C 4/6380V 1 EXP 06/30/20 1 � CRL R January 10, 2019 3a3:. = 1 19.8 i Jab Truss `Truss Type pty Ply -- rTRU$S . 835 I Roof Special I 1 3MW TRUSS, YUMA A2.lob plate capable ofwjthstandiny 100 Ib uplift atjolrut(s) 5 except (;t=1b) Referenou (oplionelj 082 7=120• TOP CHORD Run: 8.210 s Apr 14 2018 Pent• 8.210 s Apr 14 2018 MiTek fMusirja&. Ir1e Thu Jan 10 ODAB-15 2018 Page t ID: nnCGRe4BmnMO7PJkZOSyH1 rznuuA•103k3V8BCAdCmf3xhxazY7ZGxa32RvKYlAsP9uIzwm1UU Strurhual wood sheathing directly applied or 4.6-0 oc purlins, except Building Code section 2306.1 and referenced standard ANSli7PI 1 1-0-0 2-0-0 _ -_`- 4-2•e4.6-0 BOT CHORD - -- 1_G_0 1-0.0 ��-8_-... D•3-6 Rigid ceiling directly applied or 6-0-0 oc bracing. Except: LOAD CASE(S) save=rzoa Standard M+Tek recommends that SWUflIzers and required cross bracing 12 be installed during truss erection, in accordance with Stabilizer Installation gulde:---. j 4 REACTIONS. (lbisize) 3x4 '='- 2x4 11 Jx4 3x4 — 5 = 13/Mechanical 2 3 4 I Max Harz 14- 7 = 105(L.0 9) Max Uplift wl 5 = 53(LC 9) 7 --120(LC 8) Max Grav + 7 = 377(LC 1) r w2 W4 FORCES. (lb) Max. Camp./Max- Ten- - All forces 250 (lb) or less except when s2 r Wr BOTCHORD 3-7=-290/184 's" WEBS u y,� - I—' 1t)'21.4 is b 2x4 i. 3x4 1-0-0 1-e-8 2 A 44.0 ........ PlateOflsole Y ^ :05-4' 3•T21,j8_0.2.0:0_i-12J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 15.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 r6 >999 240 MT20 2201'195 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 51,6 >999 180 BOLL 0-0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n,a n/a BCDL 10.0 Code IBC2015rrP12014 Matnx-P Weight: 35 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 7) Provide mechanical connection (by others) of truss to bearing WEBS 2x4 DF No.2 plate capable ofwjthstandiny 100 Ib uplift atjolrut(s) 5 except (;t=1b) BRACING- 7=120• TOP CHORD 8) This truss is designed in accordance with the 2015 International Strurhual wood sheathing directly applied or 4.6-0 oc purlins, except Building Code section 2306.1 and referenced standard ANSli7PI 1 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: LOAD CASE(S) 10.0.0 cc bracing: 8-10 Standard M+Tek recommends that SWUflIzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gulde:---. REACTIONS. (lbisize) 5 = 13/Mechanical 7 = 37710-5-8 (min. 0-1-8) Max Harz 7 = 105(L.0 9) Max Uplift 5 = 53(LC 9) 7 --120(LC 8) Max Grav 5 = 70(LC 10) 7 = 377(LC 1) FORCES. (lb) Max. Camp./Max- Ten- - All forces 250 (lb) or less except when shown. BOTCHORD 3-7=-290/184 WEBS 4-7=-197/310 NOTES - 1) Unbalanced roof Ilve loads have been conslderod for mis design. 2) Wind: ASCE 7.113; Vulta110mph (3 -second gusty V8sd=87mph; TCDL=6:Opst; BCD L=6.Opsf; h=2511; B=45f1; L-20;.eave=411; Cat. II; Emp B; Kd 1.00; oWosed; MWF RS (directional) and C -f, Exlenor(2) 0.1-12 to 3.1.12, Intedol'(1) 3-1-12 to 44-4 zone; cantilever loll and nght exposed ; end VeMeal left and right exposed;C-C For members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.80 3) Provide adequale drainage to prevent water ponding. 4) This truss has boon designed Tor a 10.0 psf botlom chord live load nonconcurrent with any other live loads. 5) - This Truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3.8-0 tall by 2.0-0 wide will ftl behveen the bottom chord and sorry other members. 6) Refer to girder(s) for truss to truss connections. JU{4NG CNv {663380 EXP 06130/20 January 10, 2019 Truss Truss Type Oly Ply TRif85 S36 Roof Special 083 i Job Referetloa [aplional) - JhAWTRUSS, YUivtA h2 Run: 9.210 s Apr 14 2018 Pint: 8.210 s Apr 14 201 B MiTeR Inauslrles, Inc. Tflu Jan 10 09:49'17 2019 Pap 1 dD:mCGRe46mnMO?PJkZDSyHIrznUUAzOBVT88Rkntw7i632770C LHMfvNE32dAuGzvzwnIS 1.0-0 2-0.0 42.8 4-8-0 1 -o -o 1-0.0 - 2-2.8 -- 03.11 12 3x4 - 3x4 - 3x.4 - 2x4 I 3 r14 r r / W? d1 3xa x 10 9 e9x4 0 2x4 33x9 NOTES - 1) Unbatam:ed roof live loads have boon considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (1second gust) Vasd=87mph: TCDL=iI BCDL=6.opsf; h -25t B=451t; L24ft; eave=411: Cat. 11; Exp B; Kd 1.00; enclosed-. MWFRS (dlruOmnal) and C -C Exleripf(2) 0-1-12 to 3-1.12, Interlor(1) 3-1-12 10 4-44 zone, canlllevar left and fight exposed ; and vertical left and right exposed:C-C for members and farces & MWF RS for reactions shown; Lumber DI1.60 plats grip DOL=1.80 3) Provide adequate drainage to prevent water ponding. 4) This truss bas been designed for a 10.0 psf bottom chord live load nonconcu rre nt with any other live (pads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tali by 2-0-0 wide will Tit between the bottom chord and any other mernI 6) Refer to gRder(s) for truss to truss connections. PLATES GRIP MT20 220/195 Weight: 35 lb FT = 20% C. 663K EXP 013130120 Vk CAL 1���p January 10, 2019 S -,i3=1200 1-0-0 It _ ...:fl•5� 1-0-0- . lfl�is :...� 0-3-1--- 8:0.2.fl. .U-1-121 — --_ ._ . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefl Lrd TCLL 20.0 Plate Grip DOL 1-25 TC 0.08 Vert(LL) -0.00 5-6 -999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5.6 >999 180 BULL. 0.0 ' 1 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 SOT CHORD 2x4 DF No.2 7) Provide mechanical connection (by others) W truss to hearing WEBS 2x4 DF No.2 piste capable of withstanding 100 Ib uplift atfoint(s) 5 except (jt=lb) BRACING. 7=120. TOP CHORD 8) This truss is designed in accordance with the 2015 International Struchrial wood sheathing directly applied or 4-6.0 oc purlins, except Building Code section 2306 1 and referenced standard ANSIiTPI 1. end vartlrals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: LOAD CASE(S) 10-0-0 ac bracing: 8-10 Standard MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ REACTIONS. (lbisize) 5 = 13/Mechanical 7 - 377,10-5-8 (min. 0-1-8) Max Horz 7 = 104(LC 9) Max Uplift 5 - -52(LC 9) 7 --120(LC 8) Max Grav 5 = 70(LC 10) 7 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOfCHORD 3-7=-290/183 WEBS 4-7=•193/303 NOTES - 1) Unbatam:ed roof live loads have boon considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (1second gust) Vasd=87mph: TCDL=iI BCDL=6.opsf; h -25t B=451t; L24ft; eave=411: Cat. 11; Exp B; Kd 1.00; enclosed-. MWFRS (dlruOmnal) and C -C Exleripf(2) 0-1-12 to 3-1.12, Interlor(1) 3-1-12 10 4-44 zone, canlllevar left and fight exposed ; and vertical left and right exposed:C-C for members and farces & MWF RS for reactions shown; Lumber DI1.60 plats grip DOL=1.80 3) Provide adequate drainage to prevent water ponding. 4) This truss bas been designed for a 10.0 psf bottom chord live load nonconcu rre nt with any other live (pads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tali by 2-0-0 wide will Tit between the bottom chord and any other mernI 6) Refer to gRder(s) for truss to truss connections. PLATES GRIP MT20 220/195 Weight: 35 lb FT = 20% C. 663K EXP 013130120 Vk CAL 1���p January 10, 2019 S -,i3=1200 job Trum; Ply Triuss S37 i Roof Special . ... - i — —Job Relarance (aptioml) 084 JMW TRUSS, YUMA AZ Run: 8310 s 2018 PMT &2 10 s Apr 14 2018 MiTek Indusuier, Inc. Thu Jan 10 09:4818 2019 Page I ID:rnCG'Re4X M0?P4kZ0SyH I rznuL?A-RbltKX93V5OndahGcjWF[CuSOH386iiJBsqLqVLzwiTIIJR 1-0-0 ___2-0-0__ 4-2-3 4-.&0 12 1-0-0 1-0-0 2-2-8 1 20 0 3x4 2A 1: =3x4— 2 4 Ti wl 14 P; 132 WY DO 7- B4 1' 3,4—, 10 621A 2A -CL--O 4-6-0 1-0-0 0-6-8 0-5--8— .2-6-0 . . . . .. . . ............ .................. . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) lidefl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -.3.00 5-6 >999 240 MT20 220!195 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0,00 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 We n1a BCDL 10.0 Code IBC2015ITP12014 --- --- ....... Matrix -P Weight: 35 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOTS 2x4 DF No.2 n n 7) Provide mechanical connection (by others) of truss to bearing WEBS 2x4 DF No.2 plate capable of withstanding 100 lb uplift atjoint(s) 5 except C..t=lb', BRACING- 7=120. TOP CHORD 8) This truss is designed in accordance with the 2015 International StrucWnfl Wood sheathing directly applied or 4.6-0 oc purlins, except Building Code section 23061 and referenced standard ANSIt7Pl 1. end vedkWa. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: LOAD CASE(S) 10-0-0 oc bracing: 8-10 Standard MiTek recommends IhM SIDURZOM and required cross bracing be inMfled durfng Truss erection, In acowdarme vdfh Stabl I Izer jJ REACTIONS. (lb/size) 5 = 13/Mechanical 7 3771G-5-8 (min. 0-1-8) Max Horz 7 = 104(L,C 9) Max Uplift 5 -52(LC 9) 7 -120(LC 8) Max Grav 5 = 70(L.0 10) 7 = 377(LC 1) FORCES. (lb) Max Comp,/Max Ten. - All forces 250 (1b) or less except when shown. BOT CHORD 3-7=-289/182 WEBS 4.7=-1891297 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2 ) Wind: ASCE: 7.10; Vult- 11 Omph (3 -second gust) Vesd=87mph; XMIG, CAO TCDL=6.0"f; BCDL=B.Dpsf h-25fl: $= 451t; L--24ft; save -oft; Cat 11; Exp B; Kd 1.00; enclosed: k4WFRS (directional) and C -C Exterior(2) C 66380 0-1-12 to 3-1-12, Interior(l) 3-1-12 to 4A-4 zone; cantilever left and right exposed ; end vertical left and right exposed:C-C for members EXP 06/30120 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for 10.0 bottom a psf chord live load nonconcurrent with any other live loads. ' 5) This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other members. 6) Refer to girder(s) for truss to truss connections. January 10, 2019 Job Truss Truss Type -- - Oty —' Ply jI TRusS 838 Roof Special 1 i i 1 p JMW TRUSS, YUMAAZ ID:mRum ,2 Job Res Afei r 1 (optional) OU5 CG 10 s Apr 10. 2019 Print: 8.21Q 5 Apr 14 2018 Mi7ek IndusUiss. Irlc. Tl�u ,lar1 10 OII:48:19 2019 Paye 1 e4GmnMO? PJkZOSyHIrznuuA-vnJFutAhGOSeE?GSAQ1 UHPRdtgP Nr8aL5UNN 1azwmUQ 1-0-0 2-0-0 4-2-8 4-6-0 1-0-0 1-0-0 2-2-8 �3�@ C-1.=120.0 12 I &A 3x4 - 2x9 2 3 T1 3.4 .t T w1� I f Mf 6;t BP W7 SIV$ + 8 • .'^...ti M1Fr� - 7A - 9 10 62ya ,, 6 2x4 I: 1.0.0 1-6.8 2.0-0__ "60 14o - o-04 6-5-5 2-t;-0 PLATES GRIP MT20 2201195 Weight: 36 lb FT= 20% JU(EfAp,G CAC l �y last r"r^ Ell" EXP 06130/20 � January 10, 2019 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0,08 Vert(LL) -0.00 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0,04 Vert(CT) -0.00 5.6 >999 180 BCL L 0.0 " Rep Stress Incr YES W6 0.04 Horz(CT) -0.00 5 n/a r1/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 7) Provide mechanical connection (by others) of truss to bearing WEBS2x4 DF No.2 plate capable ofwithstanding 100 Ib uplift at1 oint(s) 5 except /J t - Ib` BRACING- 7=120, TOP CHORD 8) This truss is designed in accordance with the 2015 International Structural woad sheathing directly applied or 4-6-0 oc purlins, except Building Code section 2306.1 and referenced standard ANSI/TPI 1. end verticals, BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 6-0-0 oc bracing. Except: Standard 10-0-0 oc bracing: B-10 M:Tek recommends that 5tatiflizsr3 and mqulred cross brecing be installer) during truss erection, In ao=dance wish Stabilizer Installation guide._ —_ _ REACTIONS. (lbisize) 5 = 13/Mechanical 7 = 377/0-5-8 (min. 0-1-8) Max Horz 7 = 103(LC 9) Max Uplift 5 - -52(LC 9) 7 --120(LC 8) Max Grav 5 = 70(LC 10) 7 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BO -T CHORD 3-7=-289/181 WEBS 4-7=-185/292 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 444 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. PLATES GRIP MT20 2201195 Weight: 36 lb FT= 20% JU(EfAp,G CAC l �y last r"r^ Ell" EXP 06130/20 � January 10, 2019 'Job I Truss 116/Mechanical Truss Typo y Ply TRUSS S39 Max Horz Flat 1 1 /� tl L• 086 -103(LC 8) Max Uplift Exp B; enclosed; (directional) -C 0-1-12 to 3-1-12, Iriftor(1) 3.1-12 to 44-4 zone; cantilever left and 3 = Jab Rerem.ncb (optlbrtal) JMW TRUSS YUNIA AZ -148(LC 8) Max Grav Run. 8.210 a Apr 14 2018 Print 8.210 6 Apr 94 2018 MiTek lndusWs. Inc. Thu Jail 10 09:48,18 2019 Page 1 147(LC 17) 5 - 238(LC 18) 4 = ID:mCGRe46mnMfO?PJkZOSyHi rxnuuA-vnJFulAhGO8eE7GSAQ1 UHPRb1gPMr81L5UNN1 Ozwm43Q 3) Provide adequate drainage to prevent water poriding. 4) This truss has been designed for a 10.0 psi boltom chord live load i = rrt EXP 06/30/20 4-2-8 5) * This truss has been designed for a live load of 20.0psf on the in 3-6-0lall by 2-0-0 wide .4-8•i) 4-2-8 C�3$ bottom chord all areas where a rectangle �Q will fit between the bottom chord and any other members. S.:..= i'2.00 £ 6) Refer to order(s) for truss to truss Corineclions. 7) Provide mechanical connection (by others) of truss to bearing plata cepsble of wiltutanding 100 Ib uplift at jolnt(s) 3 except (jt -lb) 5=148 bx5 2 8) Th Is truss is designed in accordance with the 2015 International January 10 2019 i - T1 r W.1 I,L i �i tlyp w4 / VJ3i 02x4 - E a 3x4 -, 2x4: 1 -u -FS 10:2-T'2' $-1T.(f '- ----i 1k--..._ _ .. _.... LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 3-4 >999 240 MT20 2201/195 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0,00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0,00 3 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -P Weight: 27 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No -2 BOT CHORD 2x4 OF No.2 WEBS 2x4 DF No.2 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Slablllxerz and requiped =ss bracing i be knslaflad during truss erection, in acowdawe with Stat:Alzer installation guide. REACTIONS. (Ib/size) 3 = 116/Mechanical 5 = 217;0-5-8 (min. 0-1-8) 4 = 46/0-5-8 (min. 0-1-8) Max Horz NqF 5 = -103(LC 8) Max Uplift Exp B; enclosed; (directional) -C 0-1-12 to 3-1-12, Iriftor(1) 3.1-12 to 44-4 zone; cantilever left and 3 = -75(LC 9) 5 = -148(LC 8) Max Grav 3 = 147(LC 17) 5 - 238(LC 18) 4 = 115(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have bean cbnsidered for this design. S/ 2) Wind- ASCE 7.10; Vull=11 Om ph (3-sacond gust) Va5d-87rnph; NqF TCOL-&Opsf; BCDL=S.Opsf; h=215% "5f1; L=24ff; eava=4 ft; Cat. 11; Kd 1.00; MWFRS and C Exterior(2) 4 Exp B; enclosed; (directional) -C 0-1-12 to 3-1-12, Iriftor(1) 3.1-12 to 44-4 zone; cantilever left and r� JUAN ir LAS S right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate r C CJ C 66,3 3u grip DOL=1.60 3) Provide adequate drainage to prevent water poriding. 4) This truss has been designed for a 10.0 psi boltom chord live load i = rrt EXP 06/30/20 nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the in 3-6-0lall by 2-0-0 wide bottom chord all areas where a rectangle �Q will fit between the bottom chord and any other members. £ 6) Refer to order(s) for truss to truss Corineclions. 7) Provide mechanical connection (by others) of truss to bearing plata cepsble of wiltutanding 100 Ib uplift at jolnt(s) 3 except (jt -lb) 5=148 8) Th Is truss is designed in accordance with the 2015 International January 10 2019 Building Code section 2306.1 and referenced standard ANSVTPI 1. r Jr16 Truss Truss Type • Qty Ply TRUSS S40 ; Flat Structural Gable f k __. Jeb RMerurree {optional) 087 JMW TRUSS, YUMA AZ Run: 5.21Q s AI1f 14 2,016 Prim; 6.210 s Apr 14 2018 MiTek Industnes, tnc. Thu Jari 10 09:48202019?agge i I D: mCG Re46m n MO ? PJ kZOSyH 1 rznuuA-Nz1d6DAK11GVs9rek6Zjgdzmb4laaa0UJ87wZEzwmL1P 4-2-8 4-6-Q 4-2-8 0-3-9 SoHo = 12.0 C W 3.4 2 f'1 L -I DEFL. in W1 Lid PLATES GRIP •` S 3-4 >999 240 MT20 220/105 Vert(CT) -0-00 `... '• 5' l Fit 2x4 L 3x4 1-2-12 1-2-12 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20-0 Plate Grip DOL 1.25 TC 0.21 TCDL 15.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 BCDL 10-0 Code IBC2015ffP12014 Matrix -P LUMBER - TOP CHORD 2x4 OF No.2 BOF CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Insta:labon guide. REACTIONS. All bearings 0.5-B except Qt=length) 3=Mechanical. (lb) - Max Horz 6=-102(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 6, 3, 5 Max Grav All reactions 250 ib or less at joint(s) 6, 3, 5, 4 FORCES. (lb) Max. Comp.!Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=41l; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Extenor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-413 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 41 This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 3, 5. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard M 3. Mi 4-6-0 2-11.5 — -I DEFL. in floc) I/dell Lid PLATES GRIP Vert(LL) -0.00 3-4 >999 240 MT20 220/105 Vert(CT) -0-00 3-4 >999 180 Horz(CT) 0.00 3 n/a n/a Weight: 27 lb FT = 20% �a rr1 ct� EXP 06/30/20 January 10, 2019 Jpn Truss Truss Type aly IAIy TRUSS S41 Flat Structural Gable 1 l pp Job Ralwance.(oplronat) .. .... ... U JMW TRUSS. YUMA AZ Run: 8-210 s Apr 14 2018 Print: 6.210 s Apr 14 2018 Mriek Induslr6u, Inc, Thu Jan 10 09:40:212019 Paga 1 ID;mCGP,a46mnMC?PJkZOSyH ltzruuA-rAiO?JZBydOOMUJ4rHr4yNgWxf(U54J1wdYnsU6;=o 4-2-86.0 4.2.8 -3-8 Scam = 1 20 L �n 4,<n� 73 t, _ 16 Y+t sr2 1 ws STr i alt 8 5 3X4 _ n 2-5.0 A-6-0 ._......... 2.6.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,21 Vert(LL) -0.00 4 >999 240 MT20 220 195 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 3-4 >999 180 BCLL 0-0 Rep Stress Inrr YES WB 0.05 Horz(CT) -0,00 3 r1/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix-P Weight: 32 lb FT = 20%n LUMBER- TOP CHORD 2x4 DF No.2 10) Provide mechanical connection (by others) of truss to bearing BOT CHORD 2x4 DF No,2 plate capable of withstanding 100 Ib uplift at joint(s) 6. 3. WEBS 2x4 DF No.2 11) This truss is designed in accordance with the 2015 Intemational OTHERS 2x4 DF No.2 Building Code section 2306-1 and referenced standard ANSI/TPI 1. BRACING- TOP CHORD Structural wood sheathing directly applied or 4.6.0 oc purlins, except LOAD CASE(S) end verticals Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide- REACTIONS. All bearings 2-6-0 except Ql=length) 3=Mechanical. 4=0-3-8, 4=0-3-8. (lb) - Max Horz 6=-102(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) 6,3 Max Grav All reactions 250 lb or less at joint(s) 6, 3, 5, 4,4 FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft: Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C-C Exterior(2) r 0-1-12 to 3-1-12, Interior(1) 3.1-12 to 4-4.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate O grip DOL=1.60�J 3) Truss designed for wind loads in the plane of the truss only. For +rJUM"ry ► studs exposed to wind (normal to the face), see Standard Industry C/7 gp C 66380 Gable End Details as applicable, or consult qualified building designer m as per ANSI,TPI 1. r,1 i r1 4) Provide adequate drainage to prevent water ponding. Gt= EXP 06/30120 T! 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spared at 14-0 or. 7) This truss has been designed for a 10.0 psf bottom chord live load l � nonconcurrent with any other live toads. 8)' This truss has been designed for a live load of 20.Opsf on the CAO chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, r 9) Refer to girder(s) for truss to truss connections. �. ' January 10, 2019