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Home My WebLink AboutBLD-23-000185 plans Swalison Structural, Inc. i"7 111 .. .7 r.:.r Paul W.Swanson,P.E. , lEngineering Services tis:1 l,ii„..,L.: ‘,.e,,,,,:...„;,j,... 5, 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Paul@SwansonStructuralcom . r. 1c4.--, 0.14,4i.r OF104.4. • . . , - • ' 'T 4i4,4-----f ifseAtot•LAM--#0*••••••••;•-••-•-'i------H.-----;------!•-•----• . „ - : : • . . . ., . - . . '-'-• • l'A Of ' •1 ''• • . . , ? .4 - •, . . . . . ., . . . • . , , . : . , I •,, . . A ......, ,.... :,.-$ &,... ., ..., .- , ., OW 4"..', ".'',.. .0. ' tSICV.1: -. :40A0.--..4,Pie'FOXIst: .A4/44447'; AO ! 'r ; , A?P4010-07> kr,)g 04001.4472.; "" ''' . . ; , ; ; ; ' N-, --''z.•;;....,,,CiotiAL ... • 11;tel ; , 14/4$ . I- mfrrTyP , i it, ; f , • . i,,, '4..•.:• ;;„ , . , . . ; . - • •;,.. , , , ;r, „ i . . r. , . : .. , . . . . •. -• , . . . , • •, , r;„ ; ,- „ . ,. . . , . , . . : . . . . • • ' '3. . . . .. . . F., ... . . . . . , . . , . ' . , . ii, ..,.„„ •i- ..1 . , 1.. - . . . . • • •i- _ , , , i 7-'...--,1-, ,-- -i• --;--;. : . Drrilz roi 1 .1 ,•„, ,, ., .. , . : , toi44,- ef.o.iit 11'1 sari I • --' ,/ , 4 ,.• , ...,..,..... ; i ", - r-, ' I— 1 --- , ', it DA'TE:', -- ''' ':: 5 1 ' MO ii..1:4NG FFI".1/AL.: : . . ,. .-, . . , . . - , .1$4*44494 5.gcribAr, : . . . .- , - --: . , . . . . ; . : ..•' . . : . . : . Job Name Job Number Location Sheet 2 of 5 Client By AN S Date 1/22/142.2 Swanson Structural, Inc. Paul W.Swanson,F.E. Engineering Services 92 Acre Rill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Paul�3a SwansonStracturaLcom . _0, .,' ou 4../.: ://:::.1.2.,, 24,..:..,‘ ..,..,, ,,,,,,,41:::,_:,,..,(..7..,,,,,i4.,...'isith(S014:,,!:',,:5.3,.j4i.pf,c4: _,,,,44,_01,.,.: ........,,,;,, t 4 Y L LVL. ; 1 f • ' • rye .._.,+,... ,� 4v52f p, (4 s t- �_. _ - ..-.. - Cis. .'-" • a_ I Job Name Ailictli 4 t X 11-2'1' A/4 L cv/N/Y Job Number 64.20 Location _ . 41 P1# 4 f 4Nt GAVE C Mx-L.6 P6 i /Y.-Patti" Sheet d of c Ghent DAl 1-144gi A/AI bOilt By iLlki Date 27e 22.- 1 Client Don Elarkenrider Date: 6122/2022 Page 3 of 3 Project: Input by: isDesign address: 41 Pheasant Cove Circle Dennis-Y- Job Name: 6420 ATZAMOnte Wit Project#: B2 Versa-Lam 3100 2.0E 1.750" X 3.500" 2-Ply - PASSEQLeVe' L+ ' ." 2 1vr / 1 SP 2 SP 7 / 3 7' 514 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor rBrg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 271 111 0 350 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 271 111 0 350 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React DfL Ib Total Ld.Case Ld.Comb. 1-SP 5.500" Vert 4% 111/361 471 L D+0.75(L +0.6W) Analysis Results 2-SP 5.500" Vert 4% 111/361 471 L D+0.75(L +0.6W) Analysis Actual Location Allowed Capacity Comb. Case Moment 1163 ft-lb 3'6" 2117 ft-lb 0.549(55%) D+L L Unbraced 1163 ft-lb 3'6" 2117 ft-lb 0.549(55%)D+L L Shear 380 lb 9" 2328 lb 0.163(16%)D+L L tOk C. . , LL Deft inch 0200(U372) 3'6" 0.207(U360) 0.967(97%)0.75(L L +0.6W) y TL Dell inch 0.273(U273) 3'6" 0.310(U240) 0.878(88%)D+0.75(L L ° +0.6W) # lt `.% Design Notes 35334 1 Provide supportN0. to prevent lateral movement and rotation at the end bearings.Lateral support 7 *t '1 } • may also be required at the interior bearings by the budding code. 5 e, . 2 Girders are designed to be supported on the bottom edge only, % 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must supportedtb equally by all plies. J �� 5 Top must be continuously laterally braced. 4 �I Z 4 6 Bottom must have sheathing attached or be continuously braced. t 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 WInd 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 0 PSF 0 PSF 0 PSF 25 PSF 0 PSF Wind 2 Point 3-6-0 Top 197 lb 542 lb 0 lb 0 lb 0 lb 81 Brg 1 Bearing Length 0-3-8 Self Weight 3 PLF Notes cherrecais 6.For gat roof provide Goner ds• e.,wenrrt Manufacturer Info caku6lcW Stn Ored oftisns a revensave arty or ein Hanfng&Installation imnenin Rntoot Cascade Wood Products } f suuaoras adequacy or do hoed$the 1.L,n beams must not be at or dieted 1 i 11 W.Jefferson St. responsibirrty of Me customer aodbr the contractor two 2 Refer re n abnmr'a pmWcf ,.iw�..,tlmi s} ensueensure component m;mbddy or me .nfndea festering� t m der ,o" (8B 0) ID-0837028 ! verity the dimensions and loads, (800}232-0788 Lumber 3 DOOt ged Beams most not be used wwucbc.eorn 1.ory unless conditions, aess noted oterwise e.0esgtrrsbp eri9.is aaAMMO/restrained ICG-ES:ESR-1D40 2.OR not to be treated vat Are re en er.or corrosive - xwl ism t a t 00 ben Mods to avoid This design is valid until 5/24/2024 Version 21.40.338 Powered by ittructm Dataset 22042901.1447 CSQ/� R++ iss'-x I Client Don Harkenrider Date: 6/22/2022 Page 1 of 3 it Project: Input by: fsDeSt n address: 41 Pheasant Come Circle Der,tis-Y- Job game: 6420 port Project#: B1 Versa-Lam3100 2.0E 3.500" X 7.250" PASSED Level " / 4t 1 , , a rotks�s 7 I/< . ' 1 Steel 2 Hanger(HU48(Min)) / 6„ J 3,6w ! 3112" / 4, / Member Information Reactions UNPAT'TERNED lb(Uplift) Type: Girder Application: Floor Big Direction Live Dead Snow Wind Const Plies: 1 Design Method: ASD 1 Vertical 542 197 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 418 152 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-If Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Id.Case Ld.Comb. 1-Steel 2.000" Vert 12% 197/542 739 LL D+L 2- 2.500" Vert 9% 152/427 580 _L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Meg Moment -41 ft-lb 6" 8377 ft-lb 0.005(0%) D+L LL Pos Moment 432 ft-lb 2'2 314" 8377 ft-lb 0.052(5d1.) D+L _L Unbraced 432 ft-tb 2'2 3/4" 8377 ft-lb 0.052(5%) D+L J. Shear 327 lb 1'3 1/4" 4821 lb 0.068(7%) D+L LL LL Dell inch 0.003 2'2 5/8" 0.109(U360) 0.026(3%) L _L (U14117) TL Dell inch 0.004 2'2 stir 0.164(L/240) 0.023(2%) D+L J. r a (U10511) ,c LL Cant -0.001 Lt Cant 0.200 0.007(1%) L _L (2U8823) (2U360) ' STRU R.i tht f TL Cant -0.002 Lt Cant 0.300 0.006(1%) D+L L :54. 35: . ' (2U6656) (21/240) — r'r *' Design Notes ` SAL 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. ! 6 2 Fitt all hanger nailing holes. s 3 Girders are designed to be supported on the bottom edge only. /2 4 Top must be continuously laterally braced. (j 5 Bottom must have sheathing attached or be continuously braced. 2 Notes coed to s.For au roots aro•fde prow drar•^arro to Present Manufacturer Info /p cafe m ea stnabeed Deigns a remote*ay w the Handling&Installation °°'i Boise Cascade Woad Products j unem.I me t.my oP the curhone,e based a the t.LVL beams mt be cut or draped iiil :/ rieesP ereehe and 1..4.0 omen a Sr z Refer to manufacturer's product information Jefferson St r spens�aty of the customer andrar Sc subbasa,r d r pray bmaaabon reya;ements, rnr o-ytr Boise,ID 83702 sure Sr mma..ent s.bbety or the loaded fastening der as,beam strength vetoes,and code (800)232-0788 appr aeon.and to veal),the ame„swIS and loads. mar Lumber 3.mmayed seams moat not be used www.be.cpm t.cry serene conaatons,unless r otnerwae 4-Design assumes top edge a+aterah resba:re iCC-ES:ESR-1040 2-LVL not to be treated we,fire retardant or corrosive 5.i4.hde lateral support at beam,g pants to wooed fateful dap.eemn,t arM roradoo This design is valid until 5/24/2024 Version 21.40.338 Powered by iStructTM Dataset 22042901.1447 �(+''et ItsSD 1 is , ... ''' . Client Don Harkennder Project: Date: Input by: 6/22/2022 Page 2 of 3 isDesign Address: 41 Pheasant Cove Circle Dennis-Y- Job Name: 6420 ... - ' port Project if: B1 Versa-Lam 3100 2.0E 3 500" X 7.250" - PASSED Levet 1 / 7 I,ED Steel 2 Hanger CriU48 ttVliny) / / / / / 4" ID Load Type Location Trib VVidth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 4-0-0 Top 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF Balcony Sell Weight 7 PLF . _,'...14,1' ';.11:4' / ."'AU, u334RA,,L , 2 4 r,..NP4c,,i'.)(44 -. ..., - , ' 15" -it eck4" / •:.)..„..."2„,... , ,...`:6.670A1A1.t • --.-- ....... - . /04Aei4t/01"."------ - 4/2 j7iliz P t a Manufacturer Info Notes thermats 6 For eat roofs pfoveSe prows rharnege as Ph.", Pondog Havering&Mstallafton Boise Cascade Wood Products "'wed"''''''.1 D''''''''rev''.6***eth. must not be cut or drilled 1111W.Jefferson St,..,.0,..,nd.nonoy os hos component trawl hn tOe 1.LVL bearns ___,.._, .„,,,,..t.w, Boise,ID 83702 canon nod jonarngs shoves. rt n the 2 Refen.to i ..5,.4uP:”....."... __.,, r gaiety of the customer nod/Or Me contractor regar ng ;n;stal=streng=..,71.-oz (800)232-0788 nerd oo‘Of WO/ of fne intended fa stersng de....ensure the coml., ., , appacalim and to venly the Sfenensions on..do VP...4 wvnebc.corn Lumber a Damaged aearos must not be used ICC-E&ESR-1040 4 amen.ofOonopp.„,k,'49e*W."IY mlb'"ald ''''''''''''d c''''''''' 5 P.'"d'Ww4 ''''bea'ng P'''''' OeRnd This design is valid until 51242024 2..1 LDVIL'n'rto b4'"d"'".e treated onto fire retarthant or sorrow,. ,t,ta,,,,,,,,,,,oent a.....h.owan Version 21.40.338 Powered by iStrucr.Dataset 22042901.1447 CSD