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Home My WebLink About0005.99 Truss PlansOCT-17-19%. 08:20` FROM, R`(LAND MI:DWEST REGION TO INDIANAPOLIS P.002i003 CABO MEC 92 COMPLIANCE Builder. Ryland Homes Submitted By R.H Model Hanover C Pull Bsmt. wall Insul. options, All Options Type Single Family - Uo Totals �ProposedI - Required Component Area Uo- Total--Uo Total Walls 2958 .123 365 .132 388 Ceil-rigs 1375 .032 44 .028 38 Floors 168 .047 8 050 8 Bsmt Walls 1227 .080 97 .097 -------- 104 __ tal --------------------- ------------------- 1 514 538 Tracey Page 1 of 2 Date 02-.17-1996 Deg.Days 5630 Indianapol Filename HANOV00A This House Qualifies with Total U-Value Calculations Specsfcatxons Uo Calculations Walls Size O.C. `-Insul. A Frame 3.5 16 13 B Frame 5.5 16 13 C Frame -Gar. 3.5 16 13 D Masonry 8 N/A 11 E Basement 8 N/A 11 Ring Joist 9.25 16 13 ----------------------------- Doors Panel Glass S.C. A Metal .19 .62 ..88 B Wood .46 .62 .88 C Other ---------------------- Ceilings O.C. A W/Attic 24 jInsul.jSheat. 30 N/A B No Attic 16 19 .63 C Other - Floors O.C. In"sul. Cover A Non Cond. 16 19 1.23 B Overhang 16 19 C Other N/A --------- 5 1.23 - ------ Windows A Vinyl S C U-Val S,.C. .48 1 .88 Skylights - U-Val S.C. A d Standard .62 88 B 'High Perf. C Other --------------------- Equlip Rafting Gas AFUE .80' I IHVAC HP HSPF 6.8 AC/HP SEER1 10 Sheat. Component Area U-Val Total 4.0 Frame Wall A 2074 .061 128.4 4.0 Frame Wall B .45 Frame-Gar.0 189 .082 15-52 N/A Masonry D N/A 4.0 Ring Joist I 245 I .063I 1S.S-) W' dow A 405 .48 194.4 in gindow B Kindow C Door A -Panel Door A -Glass Door B-Panel Door B-Glass Door C-.Panel Door C-Glass Totals Uo=(Ut/At) 39 .19 7.41 6 .62 3,72 2958 365.1 .123 - -- --- - ----- Ceiling A 1 13751 .032I 44.1 Ceiling B Ceiling C Skyight A Skylight B skylight C Totals 1375 44.1 Uo=Ut/At 03 ---------------- NOTICE;.Users -of this software are responsible for the specifications and dimensional data used to generate this report. The developers of the software are in no way responsible for the misrepesentation of any building due to errors, omissions, or any other misuse of the software- '.00T=17-71996 08i20 FROM RYLAND MIDWEST REGION TO INDIANAPOLIS P.003i003 Page 2 of 2 Builder Ryland Homes submitted By R.H. Tracey Date 02-17-1996 Model, Hanover C De Da s 5630 Indianapol Options All Options Fu11 Bamt. Wall Ynsul. Filename HANOVOOA Type Single Family ----------- Dimensions ------------------- ----------------------------------------------------- Gar.Com.0 Mason.Dj Mason.E Walls Frame A Frame B_____________ ------------ Basement------------ ----------- Bsmt. I Bsmt. I 1248 ist Floor 1197 lst Floor 207 Bsmt. 2nd Floor 1288 3rd Floor Misc. Misc. Ring Area 245-------- -------- ----------------------------------------------------------- Windows 21 Vinyl 1 384 I I 1 ' ------- ---------- ------- - - - - -- --------------------------- Doors (G-Glass Area - O=Opaque Area) Metal G 6 18 0 21 Wood G O Other G O----I-------------I----- -------------------------- -------- With Attic ------------------- No Attic Other I Bementl l A- eCeilings DthBelowGrade - 4 1375 - ----- Insulation Depth - 7 ------------------- — _ Basement Wall B- Std.Skylites� I Depth Below Grade - HP Skylites Insulation Depth - Other ---- - __ Floors I Non Cond. I --------------- overhangI Slab ` 168 Windows Qty. Description t Q Y• Description Qty. Description 7 3250 42 Msec.(Enter Area) 8 3260 1 16068 GLASS DOOR 2 3040 2 2040 4 2820 Qty I Description J Doors IQty•IGARescription IQly IENTRYsW/1pFT SIDLTItion -- c._=xaaac-=-mv era---avmac-..aavac-a=maa==savac--avmc--aava==aav�ccaasaaa=-as:ac- TOTAL P.003 1DIV rIPN Truss TrussType II I l l 11 I 40G1 HANOVER EL. B RH (RYLAND) _ S357017 STR. GBL. S. GE09 f0-11.4 �-9.1T 3sn. 14.0.4 s61a0 _�•1?9�I 0.11-4 4712 414 4.7-4 L417 0.11-4 44 = 3 3x4 = 3x4 = _"- - "' - 12-0-0 7A0 5312 Plate Offsets (X,Y): [7:0-0-0,0-1.3), (5:0-1-9,0-1-3] LOADING (ps0 SPACING 2.0-0 C51 TC 0.26 DEFL Ven(LQ (in) 0.03 (loc) VdeO 6/5 999 TCLL 20.0 PLates Increase 1.15 1.15 BC 023 Vert(TL) 0,06 1/7 999 TCDL 10.0 Lumber Increase YES WB 0.46 Hor2(TL) 0.00 5 n/a BCLL 0.0 Rep Stress Incr Min Length / LL deft = 360 BCDL 10.0 Code UBC-94 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 60.4 PLATES GRIP M20(20ga) 194/162 Weight: 156 (Ibs) I� a BRACING TOP CHORD Sheathed or 6-0-0 on center Purim spacing. BOT CHORD Rigid ceiling directly applied, Or 10.00-00 on center bracing. Except: 1 7:6-3-0. REACTIONS (lbs/size) 1=301/04-0, 5-50710 4-0. 7-78410 4-0 Max Harz 1=-151(load case 2) Max Uplift 1=49(load case 4), 5=-77(load rose 4), 7=-106(load case 4) Max Vert 1-312(load case 5),.5=507(load case 1), 7-784(load case 1) FORCES TOP CHORD 1-2=-68, 2.3=88, 34=-325, 4.5- 433 BOT CHORD 5.6=349, 6-7=103, 1.7=55 WEBS 2.7=-228, 3.7=401, 3-6=361, 4.6=.217 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 3. designed for the wind bads generated by 75 0 m.p.h. mrids at 25.0 feet above ground level, using 5.0 P.af. top satls111 I1 I r+rrrr 2) This truss has been chord dead load and 5.0 p.s.f bottom chord dead load; 100.0 miles from hurricane oceaNine, on a category 1 anclosed building, of 7.93). Lumber Increase = 1.33. Plate Increase = 1.33. Both end verticals are sse� dimensions 45.0 by 24.0 with exposure C (ASCE as•, .......... c�•;aLC1 J T � exposed. 3) Gable studs spaced at 16 inches on center. N O to be Laterally braced at midpoint. For studs exposed to wind, see MTek "Standard Gable End 4) Gable studs exceeding 72 inches length 20612 �a1. 5) Studs to be fastened with b4l M20.plate$. to connect truss to bearing wells due to uplift as folbxs: One connector at joint(s) 1, 5, 7. 1a STATE OF 6) SIMPSON H2.5 connectors recommended 'e9f%�`:puY•• LOAD CASE(S) Standard N PTlc'�e OCT 16 1996 ®WARNIXG -YeNY deelYn paranreen and A6.1D NOTEH ON THIS AND %VERBS S w BEPOAB U96. � Desgn voM bs uw oNY wOh Maek aornlealora. lhk dsslpn k bared os4y upon pasamelen drown, and D Ip on krdNklual Wedkp composwnl to DO Nsldled c,, loaded vedkAry. ApplcObWV of dedpn Palamelen and gropes kieppano, of eompoMnl b 10 trx, * sto of y dullnD. dedaner -not IrI" dellGner. eiocr.a drown k for, bleral wplood of NCNlduol web membesa only. Addebml lempaary pacfna to Ydwe do1x11Y durYsa eondruclbn k IM rasppnsUalY. of IM ereatp. AcideloA61 pelmananl brac" of IM ov„al alruclur,u a Ilr n8 CUUMV Sl d11M DSO-09 f*CIrQclitsigns. Fos tour,, 9uldon91 �L �iTek rapordMq bbskalbn, aWaY ccrrlrok steeps, delvery• esecllon and arocMp, comae Ofl•Ie OuaWy Naldasd, DSO-a4 4aelna SpareeleWbn, and HIIAI "/' karWtlna malaxkq and Irackq aeeommeMalbnov,,a M from haaa Axle monufe,ee3 D'Onolrb Drive. Modkon. W15371v. Job Truss -- Truss Type STUDIO VAULT 5 1 _ 406.1 HANOVER EL. 0 RH (RYLAIID) 10.413 1}I-0 160{1 1J}17 + 2165 _i_ 71.L7 I ]2-PO "F.-10 411-3 411-) P60 1&2 M12 3-}2 469 0.11 a }} 11 2X4 1, 6x6 = 5 4 6.00 12 3x4 6 3X6 % 3 3x4 7 m 34: 12 2x4 = 2 8 1OV12. i1 11 -4-Q 3x4 a 10 rn 3x4 = yI 1 15 14 13 3.8012 4x10 9 2x411 4x8= 2x411 3x8 = 15-4-0 ss++ fs4+3 t}4o204.14 '12, .3240 }sn 411-3 4n3 }ba 5-2-14 bba Plate O6sais (X.Y): (1:0-0-0.0."]. 15:0-0.0,03-01. (9:0-1-2,0-0401, (12:0-U,0.6-81, 114:0.1.8,0.1.81 LOADING (psf) SPACING 2-0.0 CSI DEFL Vert(L-) (in) (loc) Udell 0.50 6 758 PLATES GRIP M20(20ga) 1941162 TCLL 26.0 Plates Increase 1.15 TC 0.79 BC 0.89 Vert(TL) 0.84 6 451 TCDL 7.0 Lumber Increase 1.15 YES WB 0.87 Na 0/ BCLL 0.0 Rep Stress Ircr MN Length LL den9360 Weight: 191 (IDs) BCOL 10.0 Code LIBC-94 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 'Except• 12.92 X4 SYP No.1 WEBS 2 X 4 SYP No.3'Except* 125 2 X 4 SYP No.2 REACTIONS (Ibsls¢e) 1=1332/03-8, 9-1392/0-3.8 Max Hoe 1=-89(bad case 2) Max Up181 Jx159(load case 4), 9=-176poaclcase 4) S3531116 BRACING TOP CHORD Sheathed or 1.1 t-4 on center Pullin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. Except. 1.15:6.3-0, 14.15:63-0, 13-14:6.3-0, 4.12:2.9-11, 11-12:6.3.0, 10.11:63-0, 9-10.6-3-0. FORCES TOP CHORO 1.2=-2397, 23=-1971. 3-414191, 45e-4191, 5-6=3288, 6-7=-4297, 7-8e5083,.8-9--5287 BOT CHORD 9-10=4659. 10-11-4511. 11-12=3865, 12=13=48; 13.14=-0, 14.15.2126, 145=2126. 4-12=-179 WEBS 2-15=103,2-14=-416, 3.14--1476,3-12=1993,12-14=2504,5-12=3297,642--820,6.11=443,7.11=.508,7-10=336, 8.10=-128 NOTES 1) This truss has been designed for the wind bads generated by 75.0 m.p.h..winds at 25.0 feel above ground Kvel, using 5.0 p.at top chord dead load and 5.0 ps.r bottom chord dead load, .100.0 miles from hurricane oceanline, on a category I enclosed buiding, of d mensions'45.0 by 24.0 with exposure C (ASCE 7.93), Lumber. Increase - 1.33. Plate Increase a 1.33., Both and verticals are exposed to canned tru ss to bearing walls due to uplift as lolla: One connector at joint(s) 1, 9. 2) SIMPSON H2.5 connectors recommended LOAD CASE(S) Standard Atp1U111 t11rFF// rX'A W. CA 20612 e STATE OF • _ OCT 16 1996 ®WARMNG - V..W e.dde vdFawe/tips and RILAD NuMe ON TWO AND 1RBVCR E 6= 9ZPORR uSIL Devgn vowto, ue.e I wah MRek con/welaa Ihil derbn a barea only upon paamelem brown, and a la an hdWuar W/delg cant` r ''a be htto,ed and boded ve,lleelM Applicability or, elation polometen and pope, haapaafbn Of Component a,erpenWely of building d0lign dmlpnei. M=LhQ Blown is to bte,al Support of hdN ual web memben only. Addxbrel Ie P tcW btaceq to Mue tiabgly during conaruclbn Is Ine �asp4ntibalY of the eeCta.Aeldabnal paomanan+ beehg of the oveloF dluclu,* a n,, ,*q onlbmy of the WWho dedpna,. Fol 9ene,01 oubonce MiTek Mondidt 00, quality ll 01. ing hirlaltlnpone /,eCeb Ke amFm• Iaea as bbM ham l,. Mt. MOW.. W O0 10 M", elodkon, W1 "71 pfaekq fpaCRad+bM1 and NI/ -al - I' JOP - Truss Truss Type Oly PN 9061 S03 STUDIO VAULT 3 1 406 1 HANOVER CL. B RH (RYLAND) •J5J919 .. Eagle Industries, INDPLS. 3.300 s Sep 20 1U9! WITek industries, Inc. Wed Oct 16 13,03.22 1996 Pule 1 5-0.8 9-6-8 14.0-8 1&O.l) 19.9-2 1 23.6-5 27-37 32-0-0 322144 "_8 4-64 4-6-0 1-11.8 3.9-2 3.9.2 3-9.2 4.8-9 0.11.4 5x5 n 5 Bx8 4 4 3x5 a 6.00� 6 4004 3 3x5 4 7 13 3x54x8 c 3x5A 2 Q,v10; 12 8 3x5 z 11 3x5 a 10 _ I 2x411 b Ie 17 16 15 3.50 12 } 1 I 9 2x411 400= 2x411 3xB = 6x10/M76 = �f 17-11-8 _ 5.0-8 9-6-8 14-0.8 1&0.0 19-9-2 23-6-5 27-3-7 32-0-0 5-0-8 4-6-0 4-6-0 1-11-8 35-2 3-9-2 3-9-2 4.8.9 Plate Offsets (X,Y): (1:0-0-0,0-051, 14:0-3-12,0-1-61, 19:05-12,0-0-01, (13i0-1.0,0-1.81, (14:0-3-8,0-5.4L (16:0.0-0.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEPL (in) (bc) Utleft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.93 Vert(LL) 0.69 14 555 M20(20ga) 1941162 TCOL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 1.15 15 330 M16(16ga) 1641115 BCLL 0.0 Rep Stress, Incr YES WB 1.00 HoR(TL) 0.89 9 Na BCOL 10.0 Code UBG94 Min Length / LL tleft = 360 Weight; 207 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1.7.1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied, or 1040-00 on center bracing. Except: 14-9 2 X 6 SYP No.2 1-17:6.3-0, 16-17:6.3-0, 15-16:6-3-0, 4-14:1.8-6. 13.14:6-3-0, 12-13:6-3-0, WEBS 2 X 4 SYP No.3'Except' 11-12:6.34, 10-156-34 0.10:&". 14-3 2 X 4 SYP No.2, 135 2 X 4 SYP No.2 WEBS 1 Row at midpt 4.13 REACTIONS (lbs/size) 1-133210.3.8, 9=1392/0-3.8 Max Horn 1=-86(load case 2) Max Uplift 1=-166(toad case 4), 9=-185(load case 4) FORCES TOP CHORD 1-2=-2430, 2-3=-2046, 3-4=-6821, 4.5=J507, "=-3507, 6-7=-4314, 7.8=-5086, 8.9=•5771 BOTCHORD 9-10=5348, 10.11-5348, 11-12.4739, 12.13=402O. 13-14=6355, 14.15=44, 15.16=0, 16-17-2153, 147n2153; 4-14=4535 8.11=.585, 8-10=83 WEBS 2-17-94,2-16e-371,3-16=-1951,3.14=4297,14.16=2879,4-13=-4406,5-13-2949,6-13--776,6-12-405,7.12-702,7-11=233, NOTES above 1J.This truss has been designed far the wind loads generated by 75.0 m.p.h. winds at 25,0 feet ground level, usnq5.0 Ps.f. p chordeadtodan5.0p.lmcordadd bad,1000miles from aaoceantim,categNencldbra�a p',r•• Boe (. d ahapo)Rnse�ease �...... H2.5 to connect truss to beating walls due to uplift as folbws: One connector at joint(s)1, 9. := y`�',ZF%�\ 2) SIMP ON connectore recommended, LOAD CASE(S) Standard 2U6T) - e STRTI: u'F s (may., .... Y Sttalaltxr"�xx COT 16 1996 G- V-'Wdvig-PorometemandnLWMMXOMT=ANDMVZIMBIDEBBPORX LnM t d cs use only wOn Mllek con.loss. ink oeLan k ba.ed only upon paramefea "wM and k 1d on InCMdua1 busid" comira"m Io be d UOded vealcoN. Appl OMY cf designpmamNea and pope) Meapaalbn of component k lesaonsbRty o1 bulding designer- not buss racing mown k la blend support of eidlvlduel web membss only. Addabnal lempoaly bracing to Mum siabily!ruling consisuctbn k the ty o1 Ine erector: Additbm]l ogimnarienl brapkig W Ind 9Vela1 teadum k Ind IeeparlablBy of Ind bukdkig. derign•i, for aenerol aulaance DSt-e9 SpeceleWlon; and HIS-91 Iobllcatbh; OuaBy control storage, dellowy. esedlbn and biackq, comull'OST-ea Quality standard. trackq iTek®mfaYMp ant S.M, Repanmendatbn ovalabM Irani nua Page kideufe. 4a3 D'O kb DlNe. Madkon. WI "719. Job inns Truss Type 4061 T04 1 COMMON 0.11.4 6-04 :: ty rily 406-1 HANOVER EL B RH (RYLANB) 3, 300 s Gep 261995 MiTek InUuslnes, Inc. W, 04= 2 640 0.11.4 3X4 = 3X4 = s-oa %a-0 Plate Offsets (),Y): (to-o o,o-taL (3:D-1-s,a-fsi Io S353620 IfJ olm (psi SPACING 2-0-0 CSI DEFL (in) (roc) Udell PLATES GRIP PLATEM20(20ga) Plates Increase 1.-0 TC 0.41 VM(Ly 0.0T 413 999 194/162 rLOADING Lumber Increase 1.15 BC 0.22 Vert(TL) 0,04 4f3 999 Rep Stress lncr YES WS 0.04 Hom(TL) 0.01 3 Na 10.0 Cade UBC-94 Min Lel-gth / LL dell = 360 Weight: 49 (lbs) LUMBER TOP CHORD 2 X 4 SYP NO.2 BOT CHORD 2X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=52310-4-0,.3=52310-4-0 Max Harz 1=103(load case 3) Max Uplift 1-80(load case 4), 3=.80(load case 4) FORCES TOPCHORD 1-2=-400,2-3=-400 BOTCHORO 3-0=325; 1-4=325 WEBS 2.4=117 BRACING TOP CHORD Sheathed or 6." on center purlin spacing. BOT CHORD Rigid ceNng dlrecdy applied, Or 10-00-00 On center bracing. NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 p.s.f top chord dead load and 5.0 p.s.l bottom chord dead bad, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33. Plate Increase 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 3. LOAD CASE(S) Standard �.QarLN W. C4,# EgF 20512 STATE OF + c�c r i e »96 ® WARNING - V.,W deals, pararnet4 and READ NOrs8 ONT TWO AND REMI RSle SMS RRIORR USSR IN.0 Dimon veld b, use oW wlh-Mftex COAnOcloe. 1hh dedon is baled Ow upon polamelea clown, and Y far an MMdual bulding.conpanen, Ip be, hrro\e l and loaded v*01coly: ApPICOIs lYof E.0rMp drnwten and woos, Yic "Oflafi of component Y rorpGm11:x1Uy of buldYq desgnel -not f .0 delkmef: 91acha d,awn h la lateral supPOd'OI MNWWI weis member Only. Addlbnol femparoly bwahg to Yale liability dulhg cond,uc,bn Is the responiaomy, of IM sfeelp. Addebnel polmonenf WOCig of IM ovsral dfuc,x* k IM responeOalY of IM binding deslonai. ror g*na101 pfldanca regarding fobllgatlan, duaRY con11OL erorage, d,M1y. election and b,=". eonfufl'OST-ee Ouaay standard. D\l-aa aMafrq ePeaabatlo,. and 1119-91 M iTek® NaMufg 1r,lallkq and I." leeamffs.ndOndn avaloble hom nun Prof. YKlllur., Sae D'Onohb DIM. Madxon, WI53719. 1. a. 3oU r s [T07 mss. dross Typ, 4061 COMMON e ao Ott-4 8.14 7-a 12 IOtylPly 1 40G.1 HANOVER EL. D PH (RYLAND) 7571121 3:300 s Sep 20 1995 MiTek Induslnus Inc. Wed Oct 16 0.1:12:19 t9Ju Pa{7e'.1 4x4 = 3 7.a12 814 3x6 = 2x4 N oxo - 614 7-&12 14F12 a-N SPACING 2.0.0 CS1 DEFL (in) (loc) Well Ven(LL) 0.14 716 999 PLATES GRIP M20(20ga) 194/162 LOADING (psp TOLL Z0.0 Plates Increase 1.75 TC BC 0.91 0.68 Vert(TL) 0.28 8/7 999 TCDL 10.0 BCLL 0.0 Lumber Increase 1.15- Rep Stress Incr YES WB 0.40 Ho¢(TL) 0.08 5 Na Weight: 153 (Ibs) BCDL 10.0 Code UDC-94 Min Length / LL deb = 360 BRACING LUMBER TOP CHORD Sheathed or 2-9.1 on center pudin spacing,. TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 1.8:6-3-0, 7.8:6.3-0, 6-7:6.3.0, 5.6:6-3-0. BOT CHORD 2 X 4 SYP NO-2 WEBS 1 Row at midpt 2-7. 7-3. 7-4 WEBS 2 X 4 SYP No.3 REACTIONS (lbslsize) 1=1324/0-3-8, 5=1268/0-4.0 Max Hor2 1=88(loatl case 3) 'Max Uplin I.-185(load case 4), 5=-166(bad case 4) FORCES TOP CHORD 1-2=-2062, 2-3=-1396. 34--1396, 4.5--2060 BOT CHORD 5-6=1831, 6-7=1831,:7.8=1834,.1-8=1834 WEBS 2-8=159, 2-7--665, 3-7-785. 4-7=-662, 4�6058 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h, wintls at 25.0 feel above ground level,. using 5.0 p.s.f. lop chord dead load and 5.0 p a I bottom chord tlea load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to conned truss to bearing walls due to uplift as follows: One connector at joint(s) 1. 5. LOAD CASES) Standard �. F. c•• 1. 20612 STATE OF 1 AWAIMING - V,n(yy dNpn poasrtitara omsd RZM M07XB oNTWS AND NSVERSE BD)S DSroN6 USL Demon vow,bl u,m if ."h, Miles oon.ton, ihY Wtlpn a Posed only upon pwamefea shown. and a Ica On.lndNbuol b�Waq component to be n+toNd and boded vorllcaeY- AppaegbalY of demon palomeletz and Wapel Ylporpotaflon of component a retpon+e my or b�iWYo dedgnar- riot Irua de+onar: eia of I mMwn a iw.blerd euppo4�- -f blis al -1 membea only.,urekIAdditional Isntpaanr Pro of to aMUle eaUBIY during !0, geneluclbn a the ,e+ponmb rdtel,09 era-M-Odaloed pgrmaMnl bvaxW on, an Ova lrigl omu tIM88 Quietly v of w. DUlblrp dHlno rs Fer'aaM,pl aubancs Hand, ao Ojljn, Qo quaMY conllol mloaa., d.Mery: «eclbm and bae ind tine. 1. D'C a Oo t)' Raneaw, Oat Oe Naelnp;ipaetlbatbn, antl NIF-el iTek® NaMleq Yulolllne one �rmab eeeomm�mddbndva4aDY Irertl hat+Rele In+lpule, 593 D'O+wM1b Oilw. Madedn, cal la)1 V, jow Tmss 140L1 IT07A M vI 0 Truss Type COMMON -Ply 1Dty 3 40r3.1 HANOVER EL. B RI I (RYLAND) S35:10221 s SeD 20 1995'Miielt nnlustrx-s, Irm Wed Oct 10 09:2223 19UG F'.ylu 1 0-11.4 8-34 7-&12 7-&12 &s4 0.11.4 44 3 3x6 = Dc4 11 6x8 = 2x4 a 3x6 = &X4 LOADING (psf) SPACING 2-M TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC-94 LUMBER 'TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/sae) 1=1323/0-4.0, 5=1323/0.4-0 Max Horz 1=-78(loa4 case 2) Max Upl,M 1=-185(loatl case 4), 5=-165(load case 4 7.&12 74-12 S." CSI DEFL (in) (led) Ilde, PLATES GRIP TC 0.90 Vert(ILL) 0.14 7/6 999 M20(209a) 194/162 BC 0.68 Vert(TL) 0.27 7/6 999 we 0.40 Ho2(TL) 0.08 5 nla Min Length / LL tlefl = 360 Weight: 153 (lbs) BRACING TOP CHORD Sheathed or 2-9-1 on center puffin spacing. BOT CHORD 1-8.6.3-0, 7-8:6.3-0, 6.7:6-3-0, 5-6:6.3-0. WEBS 1Row at midpt 2-7,7-3.7-4 m Ib FORCES TOP CHORD 1.2=Q058, 2-3=-1394, 3.4=-1394, 4-5=-2058 BOTCHORO 5.6=1829, 6.7.1829, 7-8=1629, 1-8.1829 WEBS 2.8=158, 2-7=662, 3-7=783, 4-7=-662, 4-6=158 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 p.s.f. lop chord dead load and 5.0 Ps.f bottom chord dead load, 100.0 miles from hurricane oceantine, on a category I enclosed building, of dimensions 45.0 by 24.0 mth exposure C (ASCE 7-93). Lumber Increase = 1.33. Plate Increase = 133. Both end Yedibats are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 5, LOAD CASE(S) Standard N t'l, C.qR'•. l� 20512 $T?TF OF e I'L &w.lxrmvo -1w.uM e..igrF pr..a.s.e..apwe aaAD moral om xme.wn pai ni.t. ®a Band W f OBa. D"Ign valid -,I ut* ant, wen M6ek eonnxldt 1h, deflpn k bated 06W upon pammaten.dwwn. and k fa an fnaNlCual Wlldkf0 component fo M Imlaled and boded fillica y. APp{c Y of deep. MomNen and propel hcoperolbn of f:prnpanenl k lesporasoli. 01 bustling dorgner -not IMe deaiarnel &oclnp Mown k far Otefal tuppod of IndNlOual web member, ordV. A"llonal I*mporarY bac{10 to 11"UM dablily dul" condruclbn k Me fespondp{IY of 1M *recta.. Additional Pesman*nlbrachg a1 1M averaF Muctm* k MI, Inpomlb{IY of the bufaM designer. For, pen*lol guidance xarwurq m aalno and �rockra ifeeamtmeMalbn a mabN non I'— Nate nslnu�68I D'o Quality Delve, Madbon, Wl "770 �.Speelaeatbn. and NI{-{n �ry iTek® Jub Truss Tmss.Typu Oty Tl ryAOG7-_- � 4061 HANOVER EL. B RH(RILAND) 3.300 s Sep20 1995 MITek Industries Inc. WI 11- 9 •-12 95_0 140 10. all-1 4-9-t7 474 44J 4x4 = 3 I� a 3x4 = -- JAY - S." 9SB Plate Onsets (X,Y): (1:0-0-0,0-1-31, (5:0-1-9,0.1-3J LOADING (psn -------------- SPACING 2-0-0 CST 0.25 DEFL (in) (loc) Well. Verl(LL) 0.11 6/5 999. PLATES GRIP M20(20ga) 194/162 TCLL 20.0 Plates Increase 1.15 1.15 TC BC 0.53 Vert(TL) 0.21 615 999 TCOL 10.0 BCLL 0.0 Lumber Increase Rep Stress Inc( YES WB 0.15 Ho2(TL) 0.02 5 rVa hl: 97 Ibs yyei 9 ( ) BCDL 10.0 Code USC•94 Min Length / LL dell = 360 BRACING LUMBER TOP CHORD Sheathed or 5.6-3 on center puffin spacing. TOP CHORD 2 X 4 SYP No.2 BO7 CHORD 7.6:6-3-0, 5.6:6.3-0. BO7 CHORD 2 X 4 SYP No.2 WEBS 2X 4 SYP No.3 REACTIONS (lbs/s¢e) 1=796/04-0, 5=796/0.4-0 Max Hoe 1=.151(load case 2) Max Uplift 1=-116(bad wse 4j, 5=-116Qoatl rase 4) FORCES TOP CHORD 1.2=-865, 2-3=-637, 3-4=-637, 45=.865 BOT CHORD 5.6=698, 1-6=698 WEBS 2.6=-207, 3-6=425, 4.6=-207 NOTES 1) This truss has been designed for the wind Tariffs generated by 75.0 m.p.h, winds at 25.0 feet above ground level, using 5.0 p 51. lop chord dead load and 5.0 pst bottom chord dead bad, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase 1.33. Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 5. LOAD CASE(S) Standard F 20612 • STATE OF • j AL �® WARMISG-Vsr((B dedpn peivasetera and READ MOMS ON TM=AND RNVERSS EWE BE/ORE SIRE. Della. valid la. un only wnh Meek oonneclar. The deign n bored --IVupon Par ametea ev"', end A fa an Irxrrvfc rWldln, component to be kinoned and loaded vnlcdly. AppS My of deign palomel•a and propef MCGIPaf0lbrl of component a r• ,,nlbsby. of buld9q detlgnei - nol hua d•tlgnif, Biotin, *sown a far wweil suPpo'l of Suavxlual web members only. A,dnbMl fempdary bracYq to Insure dab®ly dulSlq canalucfbn ri Ind Ietponabaly of In. eteclo. Additional pelmanMl 10I0C1A9 of the overall flluclur- a the lerppntbaly 01 1M bvWk-g detlgn•tl. For g..101 quldance iVI iTek® mgaldNq low1c.1bua n, qay coneol dotage: de Mry. mectbn orw blacb,. core." CST." Quality Standard. D51.09 Irachil SPecllkatbn, and WITS-91 Ncndllrq Wlalllnaond S."ReoommenaetbnavabbN Iron I,. Nate lnonule; US D'Onofrb olM: hladif WI 53719.. - Truss Huss -Type T I GIRDER �I 0 Oly I Ply EL. B RI I (RYLAND) ?ill 12d-14 15.4.11 1& IDO 3 Z65 24 b14 21141 2-11-14 341-14 1S5 4x4 11' 4 T 3x6 11 5x5 = 6x8 = 5x5= 3xb 1 U10 % 8x10 I� a 5353024 y}s 65.2 9.50 Q-. 14 i64.11 18.1D0 3-" 2-1144 241-14 2-11-14 2.11-14 3$s Plate Offsets (X,Y):(1:0.3-7,0-0-01,.j4:0-0-0,0-1-4), 17:0-3-2,04-0],(9:0-0-0,0-2.121, (11:0-0.0,0-2-12j LOADING (psQ SPACING 2-0-0 CS' DEFL (in) doc). 1019 Well 999 PLATES GRIP M20(20ga) 1941162 TCLL - 20.0 Plates Increase T.15 TC. 0.31 BC 0.97 Ven(LL) 0.09 Vetl(TL) 0.18 1019 999 TCDL 10.0 Lumber Increase 1:15 NO WB 0.62 Hoa(TL) 0.06 7 rda BCLL 0.0 Rep Stress Incr Min Length'/ LL dell = 360 Weight: 140 (lbs) BCDL 10.0 Code UEC-94 BRACING LUMBER TOP CHORD Sheathed or 5-0-0 on center plain spacing. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceding directly applied, or 10-00-00 on center bracing. 'BOTCHORD 2 X 6 SYP N0.2 WEBS 2 X 4 SYP No.3 *Except* 10.42 X 4 SYP No.2 OTHERS 2 X 6 SYP No.2 WEDGE Left: 2 X 0, Right: 2 X 6 (IDs/size) 1=6633/0-0-0, 7=6633/0-4-0 Max Hoa 1=436(load case 2) Max Uplift 1=1367(load case 4), 7=4367(load case 4) FORCES TOP CHORD 1-2=-9248, 2-3=-7529, 3.4=-5781,.4-5=-5781, 54-.7529, 6.7=-9248 SOT CHORD 7-8=7466, 8-9=7466, 9-10=6265, 10-11=6265, 11-12=7466, 1-12-7466' WEBS 2-12=1995, 2-11--1539, 3.11=2866, 3.10=-2584, 4.10=6174, 5-10--2584, 5-9=2866, 6.9=-1539, 6.8=1995 NOTES 1) 2 pry Vuss to be wnnected together;w@1ottom 10d nails as follows: -Top chords connected with 1 row(s) at 12 inches on center, B chords connected wdh 1 row(s) at 4 in on center. Webs connected with row at 6 inches on center. 2)IThis truss has been designed for the WIrld loads generated by 75.0 m.Ph. winds at 25.0 fee above ground level, using 5.0 p.s.L.top chord dead bad and 5.0 ps.f bottom chord dead b0ad, 100 mibs from hurricane weanine, on a category I enclosed building; of dimensions 45.0 by 24.0 with exposure C (ASCE;7.93): Lumber Increase = 1.33. Plate Increase='1.33. Both end verticals are exposed. 3) SIMPSON HUS26 recommended to support span Carried at 2,V o.c. along bottom chord. -1-1 Jncrease=1.15, Plate Increase=1.15 Loads (Ibs per it) - Vert:1.2--80.0, 2-3= 60.0, 3-4=;80.0, 4-5=-80.0, 5-6=-80.0, 6-7=-80.0, 7-8=-637.1, 8.9=-637.1. 9-10=637.1, 10.11=-637.1, 11-12=-637.1; 1-12=637.1 ,,1411SIIIl IIIIIr/r7. of 1N W.0 Tc ..... Q.7l.0 o'. CO �vG1J I f/14`l.: 9 2C612 • STATE OF • y OCT 16 1996 �® ®wAwdrxG - Ver(/y deelBw ydxwlel•rs and IPEM Xmxe ox7'Bls AND ltavaRse sms 1361'ORE DANA _ Desgn vob bl uw onN with Mnek eonnwelar. this d•ddn k bared old/ upon Polom•1en blown, and,Y Ian en Yldivlduol Wild N7 compo, -nl to Imt9rld and Ic*dec1ve1lk:O1Y. •Ppbob�lY o1 dedpn penom•Nls and pop�n Mapwpibn or compon•n1 k nawonrG,WY of bubkrD,detgnar -not Iruo deilpom etocing N1own k la gl"Ot mPPolt of kWNkluor web membens only. Addxbndl bmpwdW Gacklh b Imule ddesig dwbo dondiOl IlCPWI k IM miporn+batY o1 the •racia. Add11on91 pelmonent broc" of IM ownol aNuelwe'b lhelnpombldY�O11M bubkq d.dpnlen.,xor-Denlenol puktartu Aire k® iapprtlNd bark;olbn, gPPDY conNol.-daap�, d•Mry• el•ctbn and p, cormth OSl-83 Ouol1Y Slolitl, DSI.09 AMC"ItdClnp Speedkallon. dtd NII.91 brack u....n�u e. nunelum ate Irackq k•commendelbn avobDY Irem lion Pole kulMute, 583 D-Oraeb Dnw. Madbon. WIs3719. Job Tluss 4061 TIU .,—.._.- IO Eagle IndusVles, INOPLS. l .ai l.x a u-4 GABLE S. 6-4.0 Oly Ply 1 1 1 400-1 HANOVER EL. B RH(RYLAND) 4x4 = 2 s Is" Io U4= — 6+0 Is" 153025 r Pogb 1 Plate Onsets(X,V): LOADING (psf) SPACING 2.0.0 CSI DEFL (in) ynoc) War 999 PLATES GRIP M20(209a) 194/162 TCLL 20.0 Plates Increase 1.15 TC 047 BC 014 Vert(LL) 0.02 413 Vert(TL) 0.01 413 999 TCDL 10.0 Lumber Increase 1.15 Rep Stress Incr YES WS 0.04 Hoa(TL) 0.03 Na BCLL 0.0 Min Length / LL dell = 360 Weight: 53 (Ibs) BCDL 10.0 Code UBC-94 BRACING LUMBER TOP CHORD Sheathed or 6-0.0 on center punin spacing. TOP CHORD 2 X 4 SYP Na.2 BOT CHORD Rigid ceiling directlyapplied, or 10-00-00 on center bracing. BOP CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) 1=550/0.4-0, 3-550104-0 Max Horz 1=407(load case 2) Max Uplift 1=-84(ad case 4), 31-04(load case 4) FORCES TOP CHORD 1-2=-425, 2.3=425 BOT CHORD 3-4=345, 1.4=345 WEBS 2.4=123 NOTES 1) This load, miles from hurricansigned e oceariMethe %vind ban a category I erated by building, of dimensions 4feet above by.24. with expos re C ASCE 7-93) chord dead mber ncrea a =p1 33, Plate I c� ase = 1.33. Both end venals are exposed. 2)'SIMPSON H2.5 connectors recommended to conned truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 3. LOAD CASE(S) Standard •ttttjj111trrrtf�f >Ic. No;,2 TATE OF l ems® AWARMW - Verily dealPls palosrrtm and READ NOTES OtY.THl9 AND REVERSE SIDE BEPOSE till Des4n vald'bI use only with Mllel coMeclas. lhb design b based only upon paromNe shown. and k la on IndMd �n' 10 tun Mslaled and boded venbary AppI MY of design p rromel•n and pops ar InCparalbmlansb n of component b spoury.orb IdxW deslpn dsdpnel,, bracing shown is to format ruppod or eldNlduoh web members onlY. Additional lempdanr brecllW to Insole siabllly dudno cendruclbn Is the utpon4batY'OI IM ereclp. AddabraL.pelmOnenl bracing of tM avefal sbuctul• k the IerpandGYtY at m* coldxq'ded)MI. For genefal gaWonGe No alldxrra wb,i rco and quality Yveamm icons. nO srY, V om Iluu Rate 's'. con""' n8a'S"e" b Dl M1" stain. WI63719.aid. Oil EpebaioOlbn. and NII.VI iTek® Job truss _ Truss Typo ._ Ot/ Ply 406.1 HANOVER EL. B RH (R (LAND) 4061GIRDER 1 2_ -- --..... „— — -- - — -- 3.300 s Sep 20 1095 MITok Industnl s Ira. Wed U A 16 00 oI 134 30.12 3P/2 3-34 5x5 = 3 5x5 = 5x5 = 4.39 4.1-0 4-38 Io Plate Offsets ()CY): (6:0-0.0,0-4-4], 17 0.0-0,0-0.4J LOADING (psi) SPACING 2-0.0 CSI DEFL (in) (loc) 1/de0 Ved(LL) 0.05 716 999 PLATES GRIP M20(20ga) 194/162 TOLL 20.1 Plates Increase 1.15 1.15 TC 0.12 BC 0.94 Vert(R-) 0.09 7/6 999 TCDL 10.13 BCLL 0.13 Lumber Increase Stress Ina NO WB 0.48 Honz(TL) 0.02 5 Na - LL Weight: 77 (lbs) IT SCOL 10.0 Code USC-94 Min Length / deft 360 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/sixe) 1-4175/0-4.0, 5=417510-4-0 Max Horz 1=-92(load case 2) Max Uplift 1=-858(load case 4), 5=-858(load case 4) FORCES TOP CHORD 1-2=-4744, 2.3=4627. 3.4=4627, 4-5=4744 BOT CHORD 5.6=3820, 6.7=2682, 1.7.3820 WEBS 2-7=69, 3.7=2733, 3.6=2733, 4-6=69 BRACING TOP CHORD Sheathed a 6-0-0 on center pudin spacing. BOT CHORD Rigid ceiling directlyapplied, a 10-00.00 on center bracing. NOTES 1) 2-ply truss to be connected together with 10d nails as f(illows: Top chords connected with 1 row(s) at'12 inches on center. Bottom chords connected with 1 row(s) at 4 inches on center. Webs connected with 1 row at 6.inches on center. level.und russ has been designed for the mnd loads 2) ! 00.0 miles Dom hurricaneor.amcane inec cho dead load and 5.0 P.S.f bottom chord . on aategory I enclosed building, of dimens ons 450 by 24.0 bad,with exposure C (ASCE P 7.93) �dLumber Increase =1 .33, Plate Increase ad 1.33, Both end verticals are exposed. 3) SIMPSON HUS26 recommended to support span earned at 24' o.c. along bottom chord. LOAD CASES) '1) Lumber Increase=1.15. Plate Increase-1. 15 UnRo m Loads (Ibs per D) Ven1-2=-60.0, 2-3=.60.0, 3.4=.60.0, 4-5=-60.0, 5-6=-617.1, 6.7=-617.1, 1.7=.617.1 dY�EN n r N rr rr4jAA/ 20GI2 • STATE OF .s® ®wARNnvO li v r1 - *with Mff*k dessign r•r• end xawD Norsb se rms ANDupon RavaRss s1Da sand Uf rion Dhbn Vold. bl usa only coon Mrtek aonrwalpf this tl•tbn b based only upon paternal•, Ilgwn, and k s on MMduof buWing component to fro nsfo5ed ontl loaded vedkary ApplaabYly of design pctamew, and propel ncapaotbn or is k tosponslbWY o1 building tlsrbnat -not Imss deulpnel. Item mown is la blend wppolf of ndk,awl web membea only. Additional lempa h, bloom Io Yuule doblly dulYq canaluclbn If 1M .anenbiacaf Iw oal d<lek fine fesponoY of Ind building designer. Fot asnm Ietponsiblly of Ind eroclor.Addnfawl p„ma. 0130rell5poexcan, and HII-91 Ieaaltlng rablkakm.,OuaDYconloLslaage:dehery• erection and bxna, caau0 CIT-II,CfgsY tlaband A iTek Handling elulalllna anal Mcakg Iecarnmendatbn avclabw nom f'. Pass Insllule. 5e1 D'Onokb DHw. Madkcn, wi 53719. Oly Ply Truss Truss Yp, Job 406-1 HANOVER EL.B RI I (RYLAND) T20 COMMON 4061 _---- —�" J.300 s Sep 20 1995 MiTek Inuuslnes, Inc. W' .- _� n ......e INnPI 5 a N r 7p0 0_ ' 10-60 la-t b6 -- r--- ifH10 -_I._ /.11.6 i610 0-1Id i410 1-I1-6 4X4 = 3 1 3X8 = 4X4 = 4X4 = Plate Offsets (X,Yjt 11:0 0-0-"-11 15:0" LOADING (Psf) SPACING 2-0-0 1.15 TCLL 20.0 Plates Increase 1:15 TCOL 10.0 Lumber Increase YES BCLL 00 Rep Stress lncr USC-94' BCDL 10.0 Code LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP Nd3 OTHERS 2 X 4 SYP o,3 WEDGE Left: 2 X 4,Right: 2 X 4 o." 1P0a CSI DEFL (in) Pa) Udell PLATES GRIP M20(20ga) 194/162 TC 0.29 Ven(LLj 0.13 6/5 999 Veq(TL) 0.27 615 887 BC 0.59 WB 0.16 Horz(TL) 0.02 5 Na Min Length / LL tle8 = 360 Weight: 100 (Ibs) BRACING TOP.CHORD Sheathed ar, 5.3-2 on center puffin spacing. BOTCHORD 1.6:6-3-0,5-6:6-3-0. REACTIONS (lbslsize)-1=78710.4-0, 5=64310.4-0 Max Harz I=467(load ase 2) Max Uplift 1=403(load ase 4), 5=-122(lad ase 4) FORCES q.5=-913. TOP CHORD 1-2=-913, 2-3--672, 3-0-672, SOT CHORD 5-6=733, 1.6=733 WEBS 2-6=-214, 3-6=444, 4.6=-214 NOTESof 1) This hunts chord dead a and 5.0 P a for the vAnd loads chard dead loadat 0 0 miles from hurricanetooe nl ne, own a category ground evelclusing fticafngr e P oimensions 45.0 by 24.0 with exposure C (ASCE•7-93). Lumber Increase = 1.33. Plate Increase = 1.33, Both end benials are exposed. 1, 5 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector al joints) . LOAD CASE(S) Standard \\\p1111rIb11 T. y1�.Q�� NctrirG., TG6c2 e CTATE OF s a9_ %- 441n. f, I,1T and I, READ lY. If bold only upon nffVZR='amewn RIDEHBPOR6 U88. 1wf. IN deYan a owed only upon palamO Vh fawn, and a la an xWlvWual Dusax10 cofnpe- - h to W of Began Polomelen and pope! Addinwalbn of c MY Nonr b IeM1PonrblRY of W u"hoarQ dsdOnel : not Huh, I or 1MpvNual web memea�s onN. �tltlalofal lemppary bacea to hsufe dObYIY dufF., tondac gui b the nonsnl WMIM9 of the ovaal slmclwe If 1" Ietpon"v Of IM OSWba derlarle% Fof CO1101 l Wltlance e, deMN: aedlo , and bracing, comux Off -ea Quality flangwd, DSa-a9 4ueln0 Sp�cxkalan. and NIa-91 iTek® Orion aV.Wi I.em huh, Pare Yfallute, Sa3 D-Onor lo DIN., Abdxon, w153119. Job: Truss TGIRDER u,s'Type r31y Ply A051 T22 1 2 C13 }b7 3-57 357 46 = 4 dI 0 4x10 = 40G-1 HANOV17R EL. B RI I (RYL AND) s Sep 20 /995 MIG:k Industries, Ina Wcd Oct V4DLl �_— 1g_p_D }SI a-1.3 S353828 I� 0 L37 4-1.11 41-11 N-11 M9.1 Plate OBsels (X,Y): (1:0.1-6,0-0-101, (7:0.1-3,0-0-101 LOADING (pst) SPACING 2.0.0 CSI DEFL (in) (lac) Udell Vert(LL) 0,1511110 999 PLATES GRIP M20(20ga) 1941162 TCLL 20.0 Plates Increase 1.15 1.15 TC 0.34 BC 0.87 Ven(TL) 0.301IM0 859 TCDL 10.0 Lumber Increase NO WB 0.51 H=(TI-) 0.07 7 n/a BCLL 0.0 Rep Stress Ihcr Min Length / LL den = 360 Weight: 132 Ibs 9 ( ) BCDL %0 Code UBC-94 BRACING LUMBER TOP CHORD Sheathed or 4-10-11 on center pur in spacing. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. SOT CHORD -2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lbstslze) 1=4735M-4-0, 7=4735I0.4.0 Max Horz 1=11(load case 3) Max Uplift 1=-947(load case 4), 7=-947(load rise 4) FORCES TOP CHORD 1-2=-9628, 2.3=-9538, 3-0=-7262, 4-5=-7262, 5.6=.9538, 6-7=-9628 BOT CHORD 7-8=8870, 8.9=7281, 9.10=7281, 10-1125478, 1142=7281, 1-12=8870 WEBS 2.12=-156. 3-12-2353,3.11=-1266,4-11-2951, 4-10-2951,.5-10=.1266, 5-8=2353, 6-8=-156 NOTES 1) 2-ply truss to be connected together vAth 1 Od nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with ?,row(s) al 7 inches on center. Webs connected with 1 nw, at 6 inches on center. 2) This truss has been designed for the wind loads generated by 75.0 m.p.hwinds at 25.0 feet above ground level, using 5.0 ps1, top chord dead load and 5.0 p.s.f bottom chord dead dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase = bad, 100.0 miles from hurricane oceanline, on a category I enclosed building, of 1,33. Both end verticals are exposed. 3) SIMPSON LUS26 recommended to support span carried at 24" oo. along bottom chord. i 1 r I r nrr,," LOAD CASE(S) ,esspf to �'s .r" �r�16 pie 1 Lumber Increase=1.15, Plate Increase=1.15 J • /j Uniform Loads (Ibs per R) Vem:1.2=-60.0, 2.3=.60.0, 3-4=-60.0, 4-5=-60.0, 5-6=-60.0, 6.7=.60.0, 7-8--377.1, 8.9=-377.1, 9.10=-377.1. 10- 11=-377.1, _ .L,••,. 11.12=.377.1, 1-12=.377.1 yCt�r 12 • _ _ STATc OF 4" T16 v. te, nl eran Wets ut!re a.1e The oe ton If b ON dTHIS pan x Iamel a BIDE - and ha t/Sa. >r uN only wmh Mnek connablps. Ihb tlespn b baud only upon po oration drown. one b far on bWNbval buid" component 10 ba w ett vertically. Appt0b" of Geogn paromelffn and papal Mpppglbn of coml7onanl 4 rxponsbNY o1 DUWYp tlesgner -not hn- Mg smown 4 at Wnhol upoprl .1 WNW" w.b m.mbars only. Addxbnaf temppary baclna to beur. dobdly dwing cansbuctbn b In- Mg he ereclm. WWmanal permanent brackq of the overall nruclar. k the rerpomlbWYof the bu d" d.slgne, to, gfmm.1 wicance kolbn. q-0my conmol.:if.age, delivery. areclbn and bfochg. consue Oa1.as Cuavy Woodard, Dkn-s0 11--kV fPeoalaallon a1Nt Xlk-91 - MiTek® 11W and araPkw beeomm�iWdbn avatbM Irom buss Pble Ntlnvf.. Sea D'Onoab D,N., Madbon. W153710.