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ELECTRIC LOAD CALCULATION Manuf,Champion Modular Inc.Date 10/14/2019 ON #41990 By ATT HEAT /COOLING LOADS Watts Watts (Volt-Amps) Air Conditioning (100%)*By Bldr By Bldr Central Electric Space Heating (#of Watts x .65)"0 0 Less Than 4 Separately Controlled Electric Space Heating Units (#of Watts x .65)0 0 (Four or More Separately Controlled Electric Space Heating Units (#of Watts x .40)8 0 *Use the larger of the Air-Conditioning Load or 0 The diversified demand of the heating load OTHER LOADS Watts=Ampacity Wire Size General Lighting 2407 7221 15A 14-2 (sq.ft)(x 3) ‘Small Appliances 9 4500 208 122 (#of circuits)(x 1500) Laundry 1500 208 122 Furnace ByBldr=ByBldr By Bldr Optional Dryer 5000 308 10-3 Optional Water Heater 4500 258 10-2 Optional Range 8000 408 83 (KW Max.-Tab.220-19) Optional Dishwaher 1035 208 122 Optional Garbage Disposal 575 15A 142 Opt. Subtotal:32331 First 10KW of subtotal at 100%10,000 Remainder at 40%8932.4 Total Calc.Load 18,932 Req'd Service (T.C.L./240)78.885 AMPS Installed Service 200 AMPS 1 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: To:Name of Authority having jurisdiction: owner oF property:Taflan SUBJECT PROPERTY (ADDRESS AND TAX MAP NUMBER): 50 Russell Harris Road Queensbury,NY 12804 (Warren County) PLEASE TAKE NOTICE THAT THE (CHECK ALL THAT APPLY): New Residential Structure (1 Addition to Existing Residential Structure 1 Rehabilitation to Existing Residential Structure ‘TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): Truss Type Construction (TT) (__Pre-Engineered Wood Construction (PW) (1___Timber Construction (TC) IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): (_Floor Framing,including Girders and Beams (F) (__Roof Framing (R) Floor Framing and Roof Framing (FR) SIGNATURE:DATE: PRINT NAME: CAPACITY (Check One):[_]Owner (1 owner's Representative 12 rae Toes Tee ay /P —|Champion Homes 212coc12602HINGEDATTIC.1 1 15R A276 12M 154HH Sage aes en ee ToS EMAL?1 senor 2017 Universal Forest Products,Inc.All Rights Reserved K WEB COLLAR TIE aa 8~ | |11-042 2,gyBeem org |3 Bal 6 1X T12DADO s. ~ ofa 590 7.408 7108278.0 _ fottnc ict SABI |Lononcin |Fowawoot “is|$8 oss|Vent oats set am|Gio?emu (Geirdsome |(Send Seo)| Gandsroweoa,|nie 138|ac ast|vane saztese 2509 iw|ries seme Teer Y99 Tee so|ToL aa|Sleisczorsrodore|Manat”|AR Siete af S|we obSetsfoxsso|eae |Fre ‘uper.emcee.5 TOBCHER 2x6 1S1 Toes Outset TOAGRORO Sturt vod seer dst aptndr 5.000 pe mITeaaeBEoeESrELORS Rattcung ach asionoreaeobag.sor Horo eioarr hae Sona"?Teather REACTIONS.dose)Inti,Tartatse,Srasncecroret=7hacupntcaeiesfp,Desienc,iser7aCHNehavenc2)o-ta0 21s97a.c SORA RS tint ieasag ocaturn San SURTs,AAG,S6-00228,GZS AIAES 7.25 REQUIRED FELD JOMT CONNECTIONS.»simu Carsresson by Mau Tea (2 snr Shao aera Momert (in)rSeaot0,sasee S80,S=4SaSOBEAN,Fv TAO AM,PaANOONTD SABIAN,ONOTEARDID.He PAHO SHPSHGERMSED,=27OSOND| "Ona 0-0 nginx csp deo,0.0.02 rt age fom rt San the Boon fc,2.ona bss ng 0-13 aoa.9 oe age monet Ison tw Boon es5)aace vessongn enconguet)Vase eongn ann oc Tees pt ECOL 9.SOW Bsns:TCO.Sos norasec fr menses eas MWSfr eacanssnow,be!DOL-t spate pwoaL-tssgSSctieprepmansPezpfsCongopentoCoT 5 Uroametd sow bee hve bar covered signed by Kevin Freeman‘Atos Tso aes neers ree,eeGentineMATEGetaertedsrveremutemadepvresvenientofArgesnanbe)dua ereptabon Ths tase Bendeagnes Sr 00fe boa odre oa rerorasare whany her od"tna enn bot detged oe Opten Be foc Fa ar Wao esarge 0 ty 2.0.de wt {Gang soatoas (50 pe onrombors)410.97,17-18,118‘4 Ballo cr ee on 0.0 pe ae ional oti ced edn 0.ps aoe ony oo 15:19,4515]ge mcrae cannon Sow of tusebeevg a capt ot winandg 32 Dui ae,58 B ys alt 371itet4)Thats senged ecrsnce hh 205 tran Bulg Cad secon 2006 and rnc tensa ANSTEY 51 A am cacao 30 atest, {Cisan caps reat Bay aoeBybee we bung fea oe Seagate eporve l 31262017 WARNING ;Verity design parameters and READ NOTES joins aseRiGiatncom “SMS OA | | ‘hatomenet nar so ben sages rn as os ntnataungCaneacon aitng lc ne oben conse.The blirneyo,Bat wspnaber aes tna Tet Ts deg csdny pe pater sh sd Zcacyypeofgsparma {stream uy eta,‘rem ATCA 8300 Enid ®~ IVERSAL FOREST PRODUCTS,INC brit lccctzso2 [CHAMPION Homes 212 “The professional engineering eoal indicates that a leeneed profesional has reviewed the design under te stand ‘he curent state buldng code.The engineering seal is nt an approval fo use: under the local adopt bulcing code es with ho bulding ofl or designates RysSUt,SIROW., 2801 East Beltline,NE far referenced within his document not necessary yin a speci state,The fal determination on whather a uss design is sccepable pointes 13.2 Corporate Engi id Rapids,MI 49525-97. ufpi.com ering (616)36:G 1 Fax (616)365-0060 .rs Te Tear “ay |v [Champion Homes 212 |1/15R A276 12P 154H14 4165297955‘ccD56001 HINGED ATTIC |!CBR AztS (25,ai /(Copyright 52018 Universal F duets,Inc,All Rights Reserved fied “eee myForestProducts, K WEB COLLAR TIE hess ae ataFg ieee FBNESSSSNate!Pare T 14-3-12,| 3 c writeD 2189 9 ||Jelgn Es eee18ecMTIeNSaaa8871087085900982160teIETEEEABRLRe40mweRIALTNOSTDATO.-apo 0244s NEELARTAT SOTA =eee or eon SPACING.=200 I EFL.in (le)det Ld)PLATES GRIPister’|EAs ono)Spo.8S ose |Yeu)oariie Son 20 |me,epeea,|seme a,|Biers,Rheum 12 ©on |iri hee Te |Bae SR |Gensiramia|[egnismne/s|Gommsmmiad) Remane Yes a Gre|ach geht ee[eg ees |eas Citta aw”|SEY?Sak BE SS pipe reSa83|Bate"|sees |~=i‘we eee.!Teno vm uutesa os 78-e FEES scam wnt sma sin aomeeaeTaeconnSESSSRSAARTEL WEES:23 SPF Shad “Exceps”‘ ia Be SrF Noe Wo 2 SPF StREACTIONS.(us)[YS50088 T=TSIRO ocelnysatesnic a tates 2)FORCES.o)-inimum Carpersentiainun TortaForencaDpaietesfFeraTeseS41IESG ASeAENDK 56-4215,1onsoun4,425849,7208-28015 Siaterasag fatto WEBS ‘Teteenasanoa,3 i8e-264608,4171188608,17-1B—94 612,101811824811,6 17=-208"084,-18—-2077902 REQUIRED FELD JON CONNECTIONS arma Compress Maine Teron (marr Shea ey Masur oat bnEBONBUSeedede-S98RNNI,HET Be EETONINGD,=4cerVoMEDD,Ve!IT VI 7eO,er 2IBOLE,1-24 90300 ores‘Tee ASCE 10,vutet907ph(9-cen par Vase OBngh 24h 9.9:[COL=2 Ost BOL pa 1Snsh 8 nc:TCDL=B etBSEL-3 pat ab tong ais;Toca eet ScOLA ope PaOk Om ep eles IMTS anvap)gate ea zane ardnr)om ©fa avons a ots APRS treason sow Luba!DOL 80 ple gra DOL 2TeiASCETapgBopPesfostcaepyape,rn ay O10 2 Uataneed sow a aw or crash SeonSatie00oserreesereeee, Sastinige rusre Derails ee pacomer1altitendentetvediosVialeproved ane or rns ead.i sans Gow eee or a0 pronto ese na rence{conf toen degra alent as op oon11Ctyuaaphannem3,17,1-8,18 {2}teen cree Gb paranoia cn ho ealead OG mn a ey,ace 260 by 209 ite it AA WARNING -Verify design parameters and READ NOTES pcyiiaysnco'ei Fix 00 3850000 RAND RAPIDS,W425 “Tisconporannat ony sondeugresare Tint cAgT oecTUNE REE | | ‘ebony oa sae oa ates Ressnanton as‘mirTch sade ton S87 I uorotabsupeng » Re =[Tass Ties ‘Champion Homes 212 ssqi6 Dt zg01 ‘FINK 7 BRAZ rR 2slognt,40806 Copyright ©2048 Universal Forest Products,Inc.All Rights Reserved NI1442307300}-138000 wit N | \_ SMH18DWie6 ogrta7STSetisleae—4x5 |04-8Op SeeNote 13 2390 See Note 13 4*5.051-8-_Seeteets_ee¢ose:BG TRL Ns 90 SSTETRTSOHIMEASI=SA ——‘pm acne ae mem oe|CnAS emeeeMatin“t Son se]EE teeee||ee |GR |S omsue__Seeisttsreane at Wie 7 FT=OK nee.esa etermrpowHanes reson i cw nn mois muna suaose tiasoenersaeseeERrmmmenHEGERRETcathCAMELancmoonenroe,ee eeeSEaonerous roBees.tiieSennenraoSINE oem pein i ne ar nn ey an netSEteIEE.want among sn 1p tw cy nant I Gm teeeeeetaeetar2EnneeheeepanasatpocoPeeaeeayco-ce'je oectereseeee‘ieee er beeeemea omjenaieeeABRacenteraeceoes 1 eect aati epenrn romiiRoaeesccoethanatermatairearesmetteebeamiaraancrameOt weomysooumuneSeceneeteumente‘a RRC GES a Te am aera beptah ome gicehieseaneree ent ae At areasigreerterareneestahenntedscaeetoeeomemrmnnemtcaceenaiaas Src woseneeting dec splat o 5-18 05 put.Pi Rigocaing ares sopedor 1000 oc becra A.WARNING -Verity design parameters and READ NOTES oycyigraeesiey ran etjaiscoe “uA RAPOS Mens pa a rags oy ekampion Homes 212 » 92503 cccssaot HINGED ATTIC.1 Hi ORE AYE [10080019 SBEATTO|BELIOIS)O24 coe)1z02a0ta eee oe Copyright ©2018 Universal Forest Products,Inc.AllRights Reserved 207 ee aie Lonomowst |gracmo.to |ca mt)wood PLATES GRIP Tee conned Skea.‘ie 5S on anon St ie iar Soe <0)Getefor”ie i oh Noten Sissi Sia fis ties SircetaSoaresresteSaHachcas“mo |setae Scriscntee Moet |wine ae Free - TOReISRo 20 spr Nz -Bowge Bio|gruacu co mun de ede 48 trPeReaNeaTreoe,a nash a0 182 BGrGions Rec ey eopserste oor omensorchonomesrenesbcetees?Rowena SSSeetiBhatiawesBaghuteneIhebeSOEMeWs2kSPFStuWS:24 SPF NO? REACTIONS,sce)so540-32,"e198,GEESE 1164 THTMechotase)Nac itt OU 1),S156 10)De7ELC IATL)Nac Glave 9}ESQ te),ABN He),"ISAAC 8,SHEL 1) FORCES.(2)-Mexmun Conpacsineinun Tene FRB eMonD fac Diar,Se aantfa 9 duuh,C18e7935 19598,Son 2744s Grm272IS,re=ATTIN,oe T928 Bote,1-08Gorsiondjietteersyetiesusrase,end,veyron feaBees8SUSpeeieesacivaeeretocanFiznaueti-Oet4 tae torr,162674247 [REQUIRED FIELD JONT CONNECTIONS.=Masi Congest by!Maer“tirseunea SeNTnEAD eosvaReT Ve,arcane ea on hy ene Sh (oy Mau Moment bi) a fiellnsce no tari ond out 2,ow eaove beer hauy 1)lta are 20 pate ules cere inatedHesliinaeructebevansorptepaconene {i Fmoe rte ra eraenrengt thgdnon ga dinates dere ocangi 3.0 alny 22.0 we wi beeen ton ‘ay Prondn mechanical conacon oy ters)of rst bearing lleorsane ttn 20%i aj 1191 papi,apa on 13 eet natant “Te walesgingsal tie anandpenalgst has cesedthe race yeiefrencad wen i‘Ree atecectey carta tatang ace fw engeevg tol srt spol a Ma seace sae al ean[Shur ace eign scapinie unre bea Spa ae“AR.WARING =Verity eesgn parameter ard READ WOTES 2gwaaraollagsotoaeonscoro Fam Ch e200 Ente dun 6053)aapeotbtSippamearurh me E-signed by Kevin Freeman yaaa Tigi EAST BELTUNE RO NE SECTION 4 SHEET |cxcustepey DB.care 4/16/2015 eviseo Header Type (2)2x6©SPF_—No.t/No.2._—_—per box ere z igs cp=1.185 Deflection Live Deflection Total Max Max Load pin|SPO"oo Pattee Load (80%TL)|Load Length,Allowable|Allowable wil rath Ha Length,Laseaus (in)|Laetar (in)Length (in)|Length (ft) 100 420.9 137.8 123.1 130.8 123.1 10.3 750 2642 1125 107.5 1142 107.5 9.0 200 2169 975 977 7038 975 8.1 250 174.9 87.2 90.7 96.3 87.2 73 300 1476 796 355 907 79.6 66 350 1284 737,810 36.1 73.7 64 400 1135 68.9 75 82.4 68.9 57 450 102.1 050 745 792 65.0 54 500,93.0 61.6 72.0 76.5 616 51 550 85.5 58.8 69.7 74.1 58.8 49 600 79.3 56.3 677 72.0 56.3 47 050 74 84 059 70.54.1 45 700 696 52.4 043 68.4 52.1 43 750 055 503 629 068 50.3 42 300 62.2 487 618 054 48.7 44 850 592 473 603 644 473 3.9 900 56.5 45.9 59.2 62.9 459 950 54.1 44.7 58.1 61.7 44.7 3.7 1000,52.0 43.6 57.1 60.7 43.6 3.6 1050 50.0 42.5 56.2 59.7 42.5 3.5 1100 483 416 553 588 416 36 1150 46.6 40.6 54.5 57.9 40.6 34 1200 452 308 537 374 30.8 33 1250 43.8 39.0 53.0 56.3 39.0 3.2 1300 225 382 525 556 38.2 3.2 1350 414 37.5 51.7 54.9 37.5 3.4 1400 403 368 Bt 543 36.8 34 1450 39.3 6.2 50.5 53.6 36.2 3.0 1500 383 355 499 530 35.6 3.0 Notes: 1.Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240. ‘See doorwindow manufacturer's specifications for additional requirements. 14.1 Headers (2)2x10 SPF#2-CD: SECTION 64 SHEET (ee mas L |encwwcow DB one ——an60018 l a 4 ewseo deltaLL=L/360HeaderType(2)2x10 ‘SPF No.1/No.2 per box deltaTL =1/240 cD =1.15 Def Def !Max Max Load (op|Sheer cave)Moment Cosa @o%r1)|‘Coasttengi.Allowable|Allowable~(in)Length,La (in)Length,Lacie.(in)uy (in)idetadinar.Length (in)|Length (fi) 100 707.8 213.2 207.0 219.9 207.0 17.2 150 478.0 174A 7808 192.1 174.41 145) 200 3632 1508 1643 1746 150.8 12.6 250 294.2 134.8 152.5 162.0 134.8 11.2 300 248.3 123.1 143.5 152.5 123.1 10.3 350 215.4 114.0 136.3 144.9 114.0 9.5 400 1908 106.6 7304 138.5 106.6 89450A717100.5 125.4 133.2 100.5,8.4 500 156.4 954 121.0 128.6 95.4 79 550 143.8 909 1172 1246 90.9 76 600 133.4 87.0 113.9 121.0 87.0 7.3 650 1245 336 1109 1178 83.6 7.0 700 117.0 80.6 108.2 115.0 80.6 6.7 750 110.4 77.9 105.7 112.4 79 65 800 104.7 754 1035 110.0 75.4 63 850 99.6 73.1 101.4 107.8 73.1 6.1 900 95.4 Zi 995 Te Ll ee a)950 914 69.2 97.7 103.8 69.2 5.8|1000 era Peat]4 56 1050 84.1 65.8 94.5 100.4 65.8 5.5 1100 B12 643 93.1 989 64.3,54 1150 78.4 629 91.7 97.4 62.9 5.2 1200 759)15 904 96.1 615 5.4 1250 73.6 60.3 89.2 94.8 60.3 5.0 1300 15 59.1 88.0 93.5 59.1 49 7350 696 58.0 869 24 58.0 48 1400 67.7 57.0 85.9 91.2 57.0 47 1450 66.0 56.0 84.9 90.2 56.0 AT 4500 645 35.1 339)302 55.1 46 Notes: 1.Headers are designed for a maximum live load deflection of L/380 and total load deflection of L/240. See dooriwindow manufacturer's specifications for additional requirements, 14.2 |secTION snecr 6.5.60 |CALCULATED BY DB.oare 4/46/2015|el REVISED, Header Type:(1)LVL per box aaa E ae cD =1415 Shear Length Moment Deflection Live|Deflection Total Max Max Load (pi|meee Twn iny|b92e@0%TL)|Load Length,Allowable|Allowable Length,Lostaut (in)Leena (in)Length (in)|Length (ft) 700 79358 6308 5495 3514 549.5 458 750 13066 5150 480.0 4904 480.0 40.0 200 991.9 446.0 436.1 4456 436.1 36.3 250 303.1 398.9 4048 4137 398.9 33.2 300 6778 364.2 361.0 3893 364.2 30.3 350 587.4 3372 361.9 3698 337.2 28.1 400 5200 3154 346.1 3537 315.4 26.3 450 467.5 2973 332.8 340-1 297.3 24.8 500 4256 262.1 3213 3283 550 397 269.0 311.3 318.0 |_|269.0 22.4 600 362.6 257.5 302.4 309.0 2575 |215 650 3384 2474 2944 3008 247.4 20.6 700 3177 2384 2872 2935 238.4 19.9 750 2907 230.3 2807 2868 230.3 19.2 300 2640 223.0 2TAT 2807 223.0 18.6 350 270.4 2163 269.2 275.4 216.3 18.0 900 2578 210.3 2642 2699 210.3 17.5 950 2487 2046 259.4 265.1 204.6 17.4 7000 2368 799.5 2550 2606 199.5 16.6 71050 2278 1947 2509 2564 194.7 16.2 1100 2196 1902 2a7A 2524 190.2 15.8 1150 2122 186.0 2434 2487 186.0 15.5 77200 2053 182.1 240.0 2452 182.1 15.2 71250 199.0 1784 2368 244.9 178.4 14.9 7300 1932 1749 2337 2388 174.9 14.6 1350 187.8 qT 2308 2358 1717 14.3 7400 1828 1686 228.0 232.9 168.6 14.0 7450 178.2 1656 2253 230.2 165.6 13.8 7500 173.9 162.9 222.8 2276 162.9 136 Notes: 1.Headers are designed for a maximum ive load deflection of L/240 and total load deflection of L/180 See dooriwindow manufacturer's specifications for additional requirements 143 408 Endwall Wind Column -Exposure C. SECTION 12 SHEET 12.4.1 ‘cALCULATED BY DB Date 5/29/2015 REVISEDren] Endwall Wind Column -Max Allowable Height &Load 7Emph “14mph 7180mph Max|MaxLoad]End|Max |MaxLoad]End|Max |MaxLoad|End Height |on Column]Reaction|Height Jon Column}Reaction|Height |on Column]Reaction (@)2x6 SPF#2 [17.00]5.000%|1.435%|975°|7.000%|2.639%|9.26 |8,000!|3,819 1b @15xS5 LVL|12.00]9.0001|14351|10.75'|10,000 |2.6391 |10.25'|10,0001 |3,619 1b @15%xE 5"LVL|14.00|12,0001|1.4351|1225 |12,000 |2.8391|11.26'|15.000 1b|3,619 ib (@)2x8 SPF#2_|13.00]80001|1.4351|10.50'|12,000 |2.839%|9.75 |16.0001|3,819 1b (2)1.5'x7.25"LVL]16.00'|11,0001|1.43516|13.00'|12,0001 |2,639!|11.75'|14,0001b|3,819 lb (3)1.5'x7.25"LVL[19.75'|14,000 ib|1,435 1 |/15.25'|19,0001 |2.8391 |14.00]19,0001 |"3.819 ib (8)2x10 SPF #2|18.50]8,0001b|1,435 Ib|11.75|20,0001|28391|10.75'|22,0001 |3,819 1b (2)1.5%9.25"LVL |24.00|12,0001 |14351 |17.25'|15,0001|2,8091|14.00]19,0001|3.8191 (@)1.5%9.26"LVL |27.00|19,0001|1.4351 |27.75'|20,000 |2.8991|18.25'|23,000 1b [3.819 1b (2)1.51125"LVL]27.00"|22,0001|1.4351|22.75'|20,0001|2.8391|20.00]17,0001|3.8191 (8)1.5°%11.25"LVL]27.00'|40,000 1b[71,4351|27.00'|30,0001[2.8301|26.25'|23,000 1b|3.819 ib @ 15x14"LVL|27.00|50,0001|1.4351|27.00|38,0001|2.8091 [27.00'|26,0001|3.8191 Beam Specifications Note:Column Height Designed to 27"Maximum Wind Load Calculation Allowable to Ultimate Wind Speed Conversion Wind Exposure Category =c Wind Speed Table Max Mean Roof Height =35 ft per IBC 1609.3.1 Max Wall Height 9 ft ‘ASD.ULT Min Wall Height 8 ft 90 116.2 Max Module Wiath =16 ft 700 129.4 Max Roof Pitch =1212 110 142 120 154.9 116mph Wind Pressure=25.9.psf 140 180.7 154mph Wind Pressure=45.9 psf 180mph Wind Pressure=62.4 psf Notes: 1.Lateral load applied to wind column is based on maximum reaction from endwal thrust beam of equal rlesser depth 2.For wind colurms located at the matelne,wind column size above is per module 3,Forwind columns supporting mid-span roof beams,wind colurm size above must be doubled 14.4 08 Mid-Span Roof Beam SECTION 12 SHEET 12.6.1 caLcuLaTen ay DB pare __5/29/2015 REVISED Mid-Span Roof Beam -Maximum Allowable Spans. LVL Beam Specs 7.5°x 9.26"LVL 18'x11.25"LVL rely|2ply|sply|aply|Sply|ply|tly|2ply|Sply|+p |Spy|eply 100[17.6"|222°|255°}28.0|302|sat[218 |270°|31.0|34.1 |367°|390° 200|14.0 |17.6"22.2 |240|255'|17.0 |215 |246 |27.0 |297|31.0" 300 [72.2 [15.4 19.4 |209'|222°|149°|tee|215|236 |254 [27.0 400|10.8"|14.0"17.6 |190°|202|130|170|198 |215 |23.0 |246 500|97"|13.0"164|176|128|16 |ise|ier [99 |218 |228 600|ae|122"154|166|176|106|149|170 |188 |202 [218 7oo|a2|116)146|158°|168°|98|139|162 [78 |192 [20400|76|108 140|151|160°]92 [130|156[170 |184 [198 900|72|102"13.8 |145'|154[26 [122 |149|164"|17.6 |188" 1,000|68|97"13.0 [140 [149 [02 [116 |144|158|17.0 |181 1100]65°|92"126|136|144 [78 [114 |139 |153°|165 |17.5" 4200]62|88 122 [132 [140[75 [106 |135°|149°|160 |17.0" 7300]60°[85 119 [128|136 [72 [102 |132 [145|156 |166 7400]58|82 116 [125|133[69|98|128 [147 |162 |162 7,500]56|7.9 14 [22 [30 [7 [95|124|138 |149 |158" LVL Beam Specs Wo 15°16"LVL ‘py[2p |Spy|sly|Sply|Gvly|toy|2p|Spy|4py|Soy|ony 100 [267°|33.7 |30.5 |424|457|485 [308 |305°|440|405|522°|555° 200|212|267|306|337|363°|305°|242|308|349|3a |aia |ano" 300|184"|23.9 |267 |204 |317 |337 |208 |267 |308 |336 |362 |85 400 [159°[212|243°|267°|288°|306|180 |242°|277 |308 |s29 |sam 500|142|197|225°|248°|267°|204|ten|225 |257 |289 |308 |324 600|13.0|184|212 |233|ast|267’|147 |208 |242 |267 |287 |308) 700|120°|17.0 |201"|22.2 |239°|254|136 |199|23.0 |259 |27.9 |200" 00|112|159°|19.3 |21.2 |228 |243|127 |180 |220°|242 |261|277° 900|10.6 |150°|18.8 |204°|220 |233|120|17.0 |212 |233 |251|267° 1000|10.1"|142°|179°|197|212 [226 [114 |ter |204 |225|242 |257 ioo[96|13.6 |173"|19.7|205|21.8|109 |154°|198 |218|235°|249 1200[92|13.0|168'|185 |19.9 |21.2|104 |147 |192 |212|228|242" ta00]se|125|164 |180|194 |206|100 |141 |186 |206 |222 |236 7400]36|120°|158|176|190|207|96|136 |179°|204|217 |230" 7500]82|116'|153°|172'|185 |197|93|132 |173'|196 |212 |25 Notes: 1.Use worst case load from trussirafter design 2.Reaction at end of span =Uniform Load (pif)x Span /2 145 Load (pif Load (pif [ee eam sos Sidewall Thrust Beam |erscoaronaton |secrion 12 ‘SHEET 42.7.4——CALCULATED EY DB.pare__42/10/2018 Revise Sidewall Thrust Beam -Maximum Allowable Spans LVL Beam Specificationsrarrey|20y]tly]2py]rey|Zply]ty]2py]toy]Dey]tpy |2py|vey|2ply9.25"|9.25"]11.26"|11.25|14"|14"|16"|te"|as"|18"20"|20"|24"|24"100|206 |260|26.1"[316 [312°[0a [357 [50 [402|600)443)ez|26 |ore150[17.6 |227 |212 |276 |260 |sae 49.7 [429 [5397200|153°18.3 |25.1 | 22 [aaa [rz|26Esaee[397 [332 [aro300[125°|17.6 [150°|212 |tea|260"232 [328 |256 [362 |303°|229350|116|163"[139|196|17.0 |240°218 [304 |237 [335 |267|oor400[10.8 [153°|13.0 |183°]159°|225 20.1"|284 |222 [ara |268 |a7450[102|144°[122|173|160|212"19.0 |268|209|296 |248|35.0500|97 [137 [116 |164|142 |207 16.0|254°|198|280°|23.6|332"550 [92|130 fant |16 |36 |192 tt|242 [189|267 |224|oar600[ee [125°|106 |150|13.0 |tea 164|232 [181 |256 |215 |303650[85|120 [102|44]26 |w68 15.8 |22.3 |17.4 |246 |206 |2927o0[82|16|98 [130 120 |70 152 |215°|168|237|199|287760[79 [112]96|134]16 |164 147|208|162|220|192 |ort800[76|108|92|130|12 |169 142'|201 [157°|222 |186 |263°a0 [74|105]39|126 |109 |164 13.8 |195°|162 [215|180|255g00[7.2|102]se|122|108 |150 13.4 |190°|14.8 |209°]17.5 |248"60 [70|99|ea|ito |103 |46 13.0 [184 [144 [203|171 |oattooo68[or [ez [ie|tor|az 12.7 |180|140°|198|166 |235ios0[67|94 [so [us|oe|ae 124|175|137|194|162 |229°tioof 6s|92 [7a [aur]o6|ae tar [azr|134 [180|i38 |224 1160]64 [90|76 [108]o#|3s 119 [168 [13.1 [165 |65 |219 1200[62|ee|7s [to8|92|30 116|16.4 [128|ter|62|oe1260[61|86|73|toa]00|iar 14 [ter [128 [zr]149|210" 1300[60 [8s [72 [ioz|ee|28 14 [158 [123 [a74|146 |206136059[a3|71 [100]er|22 tos|155°[12.1|az |143°|2021400[se [22 [69|oa|a5|120 107|152°[119°|168|140°|1091a50[57|80|6a|oe|4|ie toe [149 [116 |165 |1368 |198iso0fse[79|67|os|az [ue 104 [147 |115 |162 |136 |192 Note: 1.Use worst case load of either truss/rafter design or wind load ‘116mph Exp C wind load =117 pif ——-184mph Exp C wind load =207 pif —_180mph Exp C wind load 116mph Exp D wind load =137 pif _—-154mph Exp D wind load =243 pif 180mph Exp D wind load 2.Reaction at end of span=Uniform Load (pif)x Span /2 oa ‘Sidewall Vertical Heel Beam SECTION 12 SHEET 12.84 ‘CALCULATED BY DB ate 5/29/2015 REVISED Sidewall Vertical Heel Beam -Maximum Allowable Spans SPF #2 Specs LVL Beam SpecsLoad(oi)[tply[pyTsolv|toly [py|spy|rey|py|spy]toy [Dey|Sey2x10|2x10|2x10 [9.26"|9.25"|o26"|11.25"|11.25"|1125]14|aa|aa"ne ee es 31.0|267 |aa7 |sas"150 [ts|S|OT]tea|Tee 108|236|27.0 [239|294 |aa7200|09 [ie|es [40|i7e |202 |170]215 |26|212]267 |208250|7.9"|11.2"|148|13.0 [164 |ies [168 |199°|228 |197 |240|ose300}7.3|10.3'|13.5'[122 [154 [i76']149 |18|218|te |239)oer350_|67|95'|125 [116 |146|168]139|178|204]17.0 |222 |ose400_}63'|69°[11.7 [108|140 [460°]130|17.0 |196|159°|212|oa450_|5.91|64'|11.0 [102]135 [154]122 |14|188|150|204]239S00_|56 |7.9|104’[97 [130 [49]6 |ee]ter|142|tor |ons$60_|54|76 [100 [92 [ize [asa]ir |tea|we|ie]199)oeso0_|5.1 |73'|96 [ea [122 [140]106 |a9]wo]130|1e4]or650_|49|70 [92 [a8 [a9 [136|102 |4]166|125]176|2068 7oo_|47'|67|88 [82 [ite [3a]oe|139°|tz]120|170]2017oo_|46|65'|a5 [79 [112 [130]os|134]ise]16)104|tor600_|44'|63'|a3 [76 [toe|i27]oz [130 |iss]12]tas|tos850|43'|61|80 [74 [tos [i257 eo|126|52]109 |14]169°soo|42|59|78 [72 [102 [422|86|122°|149°|106 |150|135 950__|41|58'|76[70 [99 [120°]64 [119|me]103|46]162"1,000|40°|56|74 [68|o7 [ite]e2|a6|m4]tor)ia]ive1050|39{55|72 [67 [94 [ate]eo|iia|ir]oe|ia9|we4100|38|54'|70 [6s [92 [nal ze [a1|is]o6|ia6]ia1150_|37{|52|69 [64 [oo [ia]76|108|iar]o4|aaa]ava1200|36 |5.1|67 [62 [ee [air]75|106]135]02|130]1081250|36|60|66 [61 [a6 [ito [73 [104|aa]90|27]tee1300|35{49|65'[60 [85 [toe|72|102|132]06|126|te1360|34|48|64[59 [63 [aor|71|100|130|a7|tar]er1400|34|47|62 [58 [ez [ioe]69|98|ie]as|i20)681450|33'|47[61 [57 [ao [to4]oe|oe [iar]ee|aie]ts4500]32’|46|60 [se [79|sf er|os|4]a2|ite]tos Note 1.Use worst case load from truss/rafter design 2,Reaction at end of span =Uniform Load (pif)x Span /2 14.7