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PRINTED Building B Calculations 2015 IBCBTL I :NGINI�I�RING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 Fax: (425) 821-2120 Structural Calculations For Paradise Lane Building B June 17, 2019 Prepared by Brian Lampe Dane Pollett RESUB 7.28.20 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 ENGINEERING Fax: (425) 821-2120 STRUCTURAL CALCULATIONS SHEET INDEX Paradise Lane Building B Item Page # Criteria • Design Criteria..............................................................................................................C1.1 Gravity • Roof Framing ✓ Key Plans.......................................................................................................R1.1 ✓ Beams............................................................................................................R2.1 • Second Floor Framing ✓ Key Plans.....................................................................................................2F1.1 ✓ Beams..........................................................................................................2F2.1 • First Floor Framing ✓ Key Plans.....................................................................................................1 F1.1 ✓ Beams..........................................................................................................1 F2.1 • Foundation ✓ Loading........................................................................................................... F1.1 Lateral • Forces ✓ Criteria............................................................................................................ 1-1.1 ✓ Seismic Base Shear...................................................................................... 1-1.2 ✓ Seismic Weight.............................................................................................. 1-1.3 ✓ Wind Lateral Loads........................................................................................ 1-1.4 ✓ Vertical Distribution of Lateral Forces........................................................... 1-1.5 • Shear Walls/Diaphragms ✓ Roof Diaphragm Forces/ Upper Floor Diaphragm Forces .......................... L2.1 ✓ Shear Wall Forces......................................................................................... L2.2 ✓ Shear Wall Analysis....................................................................................... L2.3 • Shear Wall/Diaphragm Capacities ✓ Allowable Diaphragm Stresses..................................................................... L3.1 ✓ Allowable Shear Wall Stresses..................................................................... L3.2 ✓ Shear Wall Anchor Bolts............................................................................... L3.3 ✓ Shear Wall Schedule..................................................................................... L3.5 Miscellaneous • Stud Wall Design......................................................................................................... M1.1 • Post Design................................................................................................................. M1.3 • Footing Design............................................................................................................ M2.1 • Retaining Wall Design................................................................................................ M3.1 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 ENGINEERING Fax: (425) 821-2120 Criteria BFFFIL E NGIr4EERI G Project: Project Number: Code Earthquake Wind Soil Bearing Concrete: Nails: Roof Framing: Snow Load 548 Paradise Lane Building B 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 IBC 2015 Occupancy Category II Site Class D le = 1.00 SS = 1.264 S, = 0.495 p = 1.00 Ultimate Design Wind Speed, V,,,t 110 MPH Exposure B Topographic Factor KZT = 1.00 2000-psf Allowable Soil Bearing Pressure 2500-psi Concrete Strength Sheathing 8d common (2'/z" x 0.131") Framing 12d box (3'/4" x 0.131 ") Ground Snow, Pg Exposure factor, Ce Thermal Factor, Ct Flat Roof Snow, Pf (0.7 Ce Ct I Pg) Use Snow Load R = 6.5 Qo = 3.0 Cd = 4.0 25 psf 1.0 1.1 19 psf 25 psf Dead Load Roofing - Composition Shingles 2.0 psf Sheathing - 7/16 OSB or 1/2 Ply 2.2 psf Framing - Trusses @ 24"oc 2.5 psf Insulation - Batt. 0.7 psf Ceiling - 5/8 GWB (2 layers) 5.6 psf Misc. 2.0 psf Total 15 psf Deflection L/360 Live Load, L/240 Total Load Floor Framing: Live Load Residential 40 psf Exit facilities (corridors/stairs) 100 psf Decks 60 psf Dead Load Finish Floor - Allowance 5.0 psf Topping - 3/4 Gyperete 6.5 psf Sheathing - 3/4 Plywood/Edge Gold 2.0 psf Framing - I -Joists @ 16"oc 2.4 psf Ceiling - 5/8 GWB (2 layers) 5.6 psf Misc. 3.5 psf Total 25 psf Deflection L/480 Live Load, L/240 Total Load Wall Framing: Dead Load Exterior 2x Stud Walls Interior 2x Stud Walls 10 psf 8 psf Date: 1 /17/2019 Page: C1.1 Snohomish County, Washington \ PDS MAP PORTAL Map Title 11/28/2018 t r. a �� 1041 _ ew ti.4* t fi24 > Q 6 a w o i n Legend 1 W Y i Snohomish County Tax — — —_—_— —s— — 0/ > Parcels7 > d USA Topo Maps 1 Q NGS USA Topographic I t w � s Maps .. -----� > d 2 2 0 t h� S t SW > > 1 a 00 � M > (`J ! __ Puget I Sound o Q I �c 4' 4) d (L2 4 t h"s t SW 3 1 3 I �p > 1j Q Robert„ s '" «• — 1 Leary a R L��' LO i 1 �Z L7-2 0 �_r' o o 21 th St SW De Creek 1 I � 1 > I j d 00 wachus -WOODWAY I EDMONDS 1 i I i I i 104 1:20,000 0 3,333.3 0 1,666.67 3,333.3 Feet All maps, data, and info,manon,et form herein (•Data), are for ilw,tmrve purpo,e, only and a,e not to be enn,idered an official cnanon tp. or representation of, the Snohomish County Code. Amendments and updates to me Data together with Omer applicable County Cotle provisions, Notes depicted herein. Snohomish County makes no representation or waranry concerning the content, accuracy, currency, may apply which are not ataro mpleten— ,g lit nftheAmainedhe,einande.pre�slydisdaimsanywarmmyofm—h-tkilityn,fimes,fn,anypanir lar purpose. All persons accessing o, othery -using this Data as—e all -p—blity ro, — the,eof and agree to hold Snohomish coonry This map was automatically generated using Projection: Planning and g NAD_1983_StatePlane—Washington—North_FIPS_4601—Feet Development Services, Snohomish Count p y harmle„from andagain,tanydama9ee,lo,,,aaimnrfiablltyar-g-ofanyerrpr,defectoromi„ion—.indwmhin,WData. o niegtonsateww,Dh.azsbaCW,p,nhbit„ o, ndlncalageneie,rrnmpm�idingacce,stoli,t,ofindi�idpal,inzendedfor—fn, be Data lists individuals herein. Geocortex Essentials. C 2 rcial purposes and, thus, no commercial use may made of any comprising of contained Design Maps Summary Report Page 1 of 1 MUM Design Maps Summary Report User —Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.796811N, 122.375661W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III COAMPORT PORT GAMBLE f RESEIRVATION Mountlake errac 1 • 99 Bothell Jndianola �; 'Shoreline 3 'suquamish I • a I USGS—Provided Output SS = 1.264 g S,s = 1.264 g SO, = 0.842 g S, = 0.495 g S,, = 0.745 g SO, = 0.497 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. NICE,, Response Spectrum 143 13� � 1.1? 104 091 0.7M H ohs 032 039 O.m 0.13 ODO ODD 0.30 Od0 O!D ODD IDO 1.31 IAO ICO IDO 2DO Plod, T (so) Design Response Spectrum 0.99 0.90 OBI 0.72 OW O.SJ h OAS 036 027 0.18 OD9 ODD ODD 0.31 Od0 Ob0 ODD IDO 1.20 I.PI 110l 1". 21.. Period, T (sm) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. C1.3 https://prod02-earthquake. cr.usgs.gov/designmaps/us/summary.php?template=minimal&1... 11 /28/2018 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 ENGINEERING Fax: (425) 821-2120 Gravity Roof Framing �?0 I �� ��' / I i I ��� �� IMP >��N� ,�Y P[A� BTL 19011 Wood-Suo Road NE, Suite 100 Woodinville, WA 98072-4436 Phone:425-814-8448 �N CilN ��K1N Ci Far: 425-821-212( G-ol `off L ... . _.. . 1 io 10.4 1.6 IA - Project: 7 �P OIl-D(( Z Designed By: ?)TL Date: Project Number: Client: Scale: Page: 2' BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA98072-4436 Phone: 425 - 814 - 8448 6-07 �._ (�1M�. •��ik+� k>p F Cz) Cz-zka� �......: .... ........ ...... .... ............. ...... .... ................ I 3°l3� lZ 30iO4 Lz. z>cd►� Cz--Zk6� u4. .............................. .. ............. 7Gopc'r 7 2'4 -�zo O.Z.V c� Cz-z>C Project: �2"4 �5 DesignedBy:� Date: Fax:425-821-212C Project Number: Client: Scale: Page: RZ z— BTL !' RB- 01 M= 2r0'7 k.ft V= L/360 -(LL) L/240 = UP + EIreq'd = 59 x1061b.in2 ! J tea" �'• _ � RB - 0Z k.ft V= L/360 (LL) L/ 240 = ,]. 7 (TL) 1 EIreq'd = 32/ X1061b.in2 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-212C L4- a �SBo # 5• Z_� � /S8o # 7RIMMEi1 POCKET ( IZx STUD 6ROUP (J2X STUD GROUP -HOR H&R BY TRU55 MPR T CF:oarIN6_ 0, 7- ter_ i, gin: can �.• -nr ;i�. f, POCKET J TRIMMER STUD 6ROUP STUD 6Ra P H6R H&R BY TRU55 MFR P05 -FOOTIN6'J -55PRt ( )2x POCKET I TRIMMER STUD GROUP STUD GROUP H6R F16R BY TRUSS MPR 7-'OT� Project: Designed By: Date: Project Number: Client: Scale: Page: R2. ,7 BpTL ENGINEERING RB- D3 M k.ft V= L/360 = 01 // (LL) L/240 = 01 / 6 (TL) EIreq'd = Z' X1061b.in2 k8 %I = D' O k.ft WE L/360 = ©, 11 (LL) L/ 240 = D • I (TL) EIreq'd = I x1061b.in2 H:I,DFJt TRIMMER,-" POCKET STUD &ROUP STUD 6ROUP H6R BY T JJ55 MFR -HOR A�05T FOOTINb POCKET TRI STUD GROUP STUD 6ROUP -HOR H&R BY TRU55 MFR �T CFOOTIN6_ 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 rax: 42S-821-212U 5;;OfOPL4.=- _PO« BEAM - PpGKET TRIMMER ( )2x STUD GROUP l !sX STUD 6ROUP � H6R gy TRUSS hIFR POST_ _fOOTIN& �• afj=. -��'�' •-i" 1 it a" .:� Project: T-7L26r rJ Designed By: P I L Date: Project Number: Client: Scale: Page: R2. BTL 19011 Wood-Sno Road A 9 Suite 100 Woodinville, WA 98072-4436 Dl---. AIC 91A 4A A Project: i�d Designed By: — Date: Project Number: Client: - Scale: Page: R2. S BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 ENGINEERING Fax: (425) 821-2120 Gravity Second Floor Framing ('��►sE La�E 6u►wi�� � 5gcer*o F'�� �R��^� Kzf Pt,P� 2F1.1 %i F 0 R T E MEMBER REPORT Second Floor, 2J-07 1 piece(s) 11 7/6" T3I0 210 0 16" OC Overall Langlit 19- 6' 0 9 All lt"aaons arc mea—1 Iran the Wtafee tJ- of Idl suppal tar" c tkt eltd).All dlmensoe are haeut4rtal.;Drawey Is Cor, WWA M_ ftn Resultsawwo I 6Ytta awe LOP LttMCnam101 PON"l M—D. Rearimn, OW an a 171 ilr 1 LN (L25") pa W (73%) UW 1.0 0 + 1A L COSWO) 9e,1r (D.$) 813 0 r 51A ism PnMd (49%1 LOD IA 0 . IA L (N ) MotrlaR (R'ftia) 38710 71A' 3795 Peeped (102%) LOO 1.0 0 .1.0 L (N Spans) lase ldsDdl. (b) 0.44009'IO' 0.473 Passed U515 — LBO. IAI VIA Spm) Total fans OM. ) 0.714 0 M946 PROW (U318 — 1.00 . 1A L (N SPM TJ4fprr Rasftg _7_10' 40 40 PAS d • Odltmon peed: U IL14e3) an l TL LIM). ' Top Edge are "f W I Too V4naeuY, edge mad s trew a 7 s' an UdW deleted obhen—. • poem Edge bsa,R (W). atrw, oar,P,eorr wipe must! Err/ K 19 f 4fe uoselOera ttlteete an,durPl aratryc d Ke ,Ytr tic ,rrr ben PM,rmw'l. • WltchDa ewym nDasN on cengm4 30— Ku,n etile 11W1023)37' 1111EdIMM W- Past 1N' Sam") eK a tp<d ee ro*4 Odrni. • hwwrw t-- an, he T3 P.a Ralnp .o„bz S/r GlR eeI"rq. ialrrlK dead mflsVelf Q Tom s+Wa6f i1R"K"s Oaws "°0I TaY sr�1a4 1 feed wa, . 5.'r S.Sif 4.Ss" I.JS 31s U• 1152 1 14- R,m hoed 2 6ltd _ - _ 3.T0' 22T 17T 322 S16 178 1 1 114 it. 0-0 r A. 0-4 ft.—re 1P f.'YKr "Oft wpm *,.city eedte 4. D7ptWrtd ee ate,ee beers defied. PASSED Svta FTia attnvtrt I— toot iKtl4p the R-We 9Yvq Cade @[ 701S Ors"p, MOhed.k- Aso Ord 1mw Uw loads oawusr(fdsl sssdls Liss (IAS) L7l—^ thnlam (paFl I o fa lA 4- 1 )6 I 25o M 0 1 Rao, clw rrrcvsa N� fly fu.:PJYML Rt'lSR1 WruIM11 wele•Nne<+ v,arrane V,t[ et1>mre d R pmdrmM oC O acmNe48 t"Ih Wal4aeette V~ oerar o end put"'ed desy, eek— �( Weyerhaeuser expressly disclaims any other having jurisdiction. re [ion. The designer software. Use of Nis software m not irespdetl bl circumvent the his c far la design professional as thermined by the authority having jurisdiction. The Paelsof record, builder or framer is responsible is assure that this calculation is compatible with the overall project. tycessaies (Rim Board, Blocking restr Panels and Weyerhaeuser Blocks) are not designed W this software. Products manufactured at Weyerhaeuser facilities are -115 pang ESR-13tl to sustainable forestry standards. with Weyerhaeuser Engineered ember Products have been evaluated a Ia ES punderroduct technical reports ESR-1153 and E refer to and/or tested in accordance odp duP /ble oASTMmen standards. For current wtle evaluation reports, Weyerhaeuser produR literature and installation details refer m www.weyerhaeuser.wMwoodProducfs/document-Ilbrary. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BuildB.41e Page 2 of 9 %i F 0 R T E MEMBER REPORT Second Floor. 2J-02 1 piece(s) 117/8" T3I0 210 @ 12" OC 17verall Length. 19' 6" o All Localor s arc merit"1 d from vie wtvOe to of Idt support (m kit u bk end).Y dimewou arc h ruretA.;Dra ors Is C,XK UA ltwiusd3 I mdetemew Atw11s AM t"*Cea610"M p�iirl5- Menbe Reaction, (last 1090 0 4 Ur 1679 (3.50") Passed (65%) 1.15 1.0 O . 0.75 L • 0.75 5 (,ul Spare) Shm(to) 10710 511r 1903 Pasted (!W%) 1.15 1.0 0 . 0.75 L+ IL75 S N MM-K (Pt-16s) 3042 0 7 7 7716' 3795 Poemd (80%) 1.00 lA 0 . lA L (N Spare) Ltaa load Den. (10) 0.340 0 W I0r 0.473 PROW U667) — 3.00 . 1A L TaGM load OM• (In) 0" 0 7 9 3/16' MW Pnaed U390 — 1.0 0 . IA L (N Spms TJ.Pro" Ratify 47 40 Pn4W • Delltmun a4err U lUNO) end TL [Ilia). ' Top Edge &sea 1 W I Top rdmpfenen edge reel be wrde a S. dt ueet dale" dh—.. • Afenn Edge erttat4l W )- &Kan OrriPreWl tdse rnrtR Arr K 19 4' ry[ utlm nA4e JKawbe. a 4tNdulPl eWrys d K,e drA rttL ear ber, Pe le eel Weer —glom nba"d at t'ofrpmto a a- 441, a erw its or 2932"ftre" Bee, Edge-Paf"r IM-StunR Wad aO doe flew own • A di tc .idan rs ra are 74 Prp • "ong n 516• GypK+n ca". 8.1y Ieeatmi"PPwe tie) �r Tatl Aa6iw 8awad Otw/ 515 1i(�AL 1 193 few MS liaw 1 -104 eel San S.Sa 1 4.25- 1 I.J ISn1 1 If4- Ron iasnd ' 2 Aid err 9f I 350" I 2.ST I I I 2S4 I W 17 I Me 1117r 43a Satre r Rol 0-4 Kat Wavrl as Wd1 rpfeld olfaplf teove 4. b/Ptoeq a" me,,Ee berg oovae0. kids LasWR{wd1) aMdrs Oead (fIJ11) -- TO slrsw (1137 Llrswlrlw r lMlonn (PaEI OID I9' o- t7' 75.0 40.0 - Fa)a 2 -Porn !PtFI s' ]- tr 3W t - 371. lionr � WM PASSED svden t'ea 10teae 15ee lal iedtp IR : Rurdelb•I asfMtg Cade - la TO35 D-T, M.W.04 r . 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The a,odad appblM MA ddpn kMt, e4teeefe ale sePon 4taneeat fete enter legea to fire Softeem 09v Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.mn 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BuildBAle Page 3 of 9 2F2.1 .TO R T E MEMBER REPORT Second Floor, 2J-W 1 piece(s) 3 1/2" x 11 7/8" 1•SSETimberStrand@ LSL Overall Ltaglin 19- 6- 0 0 All Iticalbns arc —Ld Iron gra uutsici, lace of ten support lu her! 4rr[ik end)AN elmetsoa are hurnu lal.;Draviehg Is Conceptual Raratd Member Rea�ipn (Ibs) Aurala real 3972 O 4" quNar awe l09 tonoconumo l(pom"l _ 6122 (4151 Passed (53%) - 1.0 0 + lA S (All Spans) shear lea 31700 1' S 3/Y 9878 Paled (32%) 1.15 1.0 D + 1.0 5 (N Spam) Mtrlrea (R•Iba) 5156 a V 1 15/16' I5%] Paxd (32%) lA0 A 0 * IA L IN Spare) LAIN load Dell (in) 0.2476 V 47/16' 0.475 Pa6m1 L/924) — H0.05 1.00+0.75 L+0.7SS NSpars Tttfal letl OM. Yt� 0502 p 7 S 1/]b' 0.950 Pasts L/4SS — 1.0 0 . 0.7S L + 0.7S S (N Spam) Ddeslerr, aeeta: LL (Leal?"n (um) • Top Edge Brw•b ItulTop adnprygn edge Fast he tramE Y t9 k ac In1m darted olnerrwe. Babo n Edgy rracvp (1u): a-- andpee— elV inner per brarl0 at ]9 , or, — looted OlMwee. aaaa40 Ldaat/awwstr) SUP tine Aadahr MI.W bald Near saarw Tavel Aaa. �wla 1-Sao rook Sp, S.SIr 4.25" 2T 1775 574 1 12ot 1 49wr l l!4"Rvn Baer. 7-9bra raw -gait 3Se' 2ZV I5Q' 513 516_1 SL2 1 1141 1114'gin Bwd a Rae leave Is arenned ro tarry au beds 40. d—" .mere rC tv —v use ere bi,, "d ,rYed Lad& Ladwlea.left) Ttomm hero dad (It") mmum (dAO) swo ryas) Oarwwt 0 5l W.Wo ftF, I ". 1. "1st 31. WA "I r laidrmr,P%I A b 19' 6• (its) 1' .' 25.0 40.0 Fw 2 Plad,br L r(Top) IVA 130 2311 FI] PASSED 5ydmr Fee Mlrriee 13Pe' FBM ill— aa7ap Vw: "L-A- W BllOag c d, m grits Desipr l4enedubgy ASD __ _ (fAj]u�WYMsl HaYaM varia�al c,• -, r.-...: .r.. ..,,r .r- ;..,.:: �r ... ..�-...,,.:. •...... ,- , .....-......W Wrrene"ae Pnadd dwT ptlM N aA.Mreld dagr . - .. •..,i.. uramaaollra"enna..pore 0nrvrrwvsaerWbl—ra b ft—) 1. 676pl by OD amoral rtit PKAO— a .re th,d- a �:.eft,n est5 • tana and Weyerhaeuser aeuse r anentr a -umbjmeder r coca Products ae. been evaluated luate by I :d w Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber current co have been evaluated by IOC ES e under technical reports ESR-1153 and E refer to and/or tested in accordance with applicable uASTMmen standards. Fror current code evaluation report, Weyerhaeuser product IiRmture and installation details refer to www.weyemaeuser.mm/wootlproduds/document-library. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BuildB.41e Page 4 of 9 :;w F 0 R T E MEMBER REPORT Second Floor. 2J-04 1 piece(s) 2 x 8 Hem -Fir No. 2 0 16" @C Use 2x10 @ 16rbc Cl9Qal Langvr, B 0 All brcallons arc measwe) Run Ore outside lap of kit supped for hen cantilever W)AN dinveri w are hurtmtaLiDrarswq is Curol9tuel F--- Rands Amwlvtialaaa 379 0 1 1/7' AaMaa 911 (1.50-) aawt passtb (42%) &W taaetl.rhwealpaaiwdl Member Realtlan (Ills) — 1.0 D + 1.0 L (N Spar6) Shm IN 319083/4' 1088 Pawed(29% 1.00 1.0D+IAL(AN Matrtaa (Ft4bs) 719 0 3' 11' um Pzssed (56%) 1A0 lA 0 + lA L (N Spam) LAM Euad De. (Id) D•096 a T ua 0I90 Passed 1.19t7) — 3.00 + lA L (M Spatial) Tc" Load 00. (n) M120 a 3' It* 0.3M Paned ( — 1.0 0 . IA L (N Spam TJ-Prd' Ra01r9 N/A N/A — -- — DaMman prism LL OPM) and TL luz w. Top Edge Bracng (Lu): Top compression edge mu# be braced at 7' 7' o/c unless detailed otherwise. Bottom Edge Bracing (W): Bottom compression edge must be braced at 7 7" o/c unless detailed otherwise. A 15% increase in the moment opacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered In analysis. Supports Bearing Loads to Supports(Ibs) Accessories Total Available Recleaned Dead FWe Total 1 - Hanger on 7 1/4" HF beam 1.50" Hanger' 1.50" 7B 313 391 See note' 2 - Hanger on 71/4" SPF beam 3.50" Hanger' 1.50" 82 327 409 See note I • At hanger supports, the Total Bearing dimension is equal W the width of the material that is supporting the hanger • I See Connector grid below for additional information and/or requirement. PASSED 5yden tan amp law: aoteeae! sta" Cede = III Design FdltlradlAgl . Ago Connector: Simpson Strong -Tie Connectors support Model Seat Length Top Nails Face Nell. Member Nall. Aoceseorle. 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2 -Face Mount Hanger Connector not found N/A N/A N/A N/A aW gMlLM latls. LararLw.1 -par- (PN) (1AM l'waw�w r t.N.xtvwm i�nS.F.I.� J m rr it, IS-0 I V.0 I o— wvTv. a.wc. ROAR ® SUSIANNaF 2W3rR'r W.- `ram IYvsee!eaa• writs the Its s.nne a as Wrrarur araf Padua diver d+bara aw P.Medd depw r+M.rs ', Vlerenreaeer L+pasty dM1Yrm xnr arlrlr wMe�4_ rate J lu trw• a'rtnoe U%q tMa ad111r�e I! na MlndA (o aorrrwa4 air! M fear . degr• aaBOraY»Onerrwnedairr•YM aUIhW4r hl.+p r.a.ro[rgn. the areo- Irdmerarer" toe. awarder parr!. and 5dlaeh Flocasl ere nal dvu1Nr ro" -evv, Irec i IN naa vrn+4rr. pr9dratl rrw/envrd at W.— •win IN, marYu aV!•rt. An rsawa B,n ward, Ain Initter enan le[wne an• — . tuid Engvre!•er lunbe Ondafa rare Lreee esvadd fry,e any ati-INI rn �.yanI—rrrrYry dardWt Wppi r a care tahrrCal re- moill1153 cob ESR" I a+pa I�te1 ,n aoiadrrQ wan appMab! AS)M ey.rds car r.Yrt a arts evakaem reena. M'arerraerrw .1153 cats, A5 �prade IlvaMe ale arsrraatun dnak •.4r, to mwv mwlwe•rt[+ �'+rVrwredarudrAisldartareerR-ovary. Tag Pigkd tawagw, apd —e warn. dr.n+raen ,,o rrswt, rmroem Iere con praaOed bf Fan Son van, Openoe Forte Software Operator Job IN tea Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BuildB.41e Page 5 of 9 2 F2.2 - F O R T E MEMBER REPORT Second Floor, 29 05 1 plece(s) S 1/4" x 11 7/8" 2.0E Parallam® PSL Overall Length. 26 6' in 2 All Wcabom are rhea and Iron Um Pueioe to of len suppa I (a left canbkx Irnd).AR dlrn"rtsors are huvatal.;Draw" N C,gKWual Rawb Arsr0L6arr An""d a." LOP L6atrOe6661Me3(/aee61 Menber Rel"i (pa) 142710 13' 3' 16W 7 ($. W) PUSeo (79%) 1.0 0 . lA L (A6 Spars) Steer Ibd 6132 01r S 5!6' 12053 Pained (31%) 1.00 1.0 0 a 1.0 L (All SpMV Mwn nt (RJbL) -1s500 0 t3' 3e 29854 Paved (62%) 1.W IA 0 .1.0 L (N Spm) LAN Iud Dell.(10) MISS 020t 9/16" CUM PMUW U645) — 3.00+).0L Sp61e) TOM LOW DM. 9 !_ 0.2610 2(r 3• CAM Pared 1.0 0. 1A L (Alt Spensl • 79p Ease 6recp rwr Top mmPr®on cape n.n be tnmd a 1C a• ae a4� d®ree dlatrer. ' Boman Fate Farr,9 N+l: Boman mrt+ddcn eaye man Ie brand ae 26' 6 o1e lrlMra detra" "rnewPe. ReeriRa 4irYlN91Adr0 (RQ IM I1-S"oe�SOF MsM. 95• 7164,1n435-428 Boicul9 2-Czauee OE 3r SM aso 14771 Acrel] spa"oft.spf 2r 16e Ti& W. ®ua.y LOeda. l6rtl6e(Otej TrlOet" 1rY Dud (66O) "oe"UAe (L 1p Ow6Rr 0 Sec Wage (PLFI 0.1y S Nfa 195 r Urmoee,P611 CWTIFre"ll 73 25A W.0 floc, 2 (a+1am IPSFI 2' b I3' (11on1) it 25.0 40.0 Flop 3 bli r (PWI tl' T4)6' LT G. 2S0 40-0 n- PASSED avuem . Fins cremeer lynx FkeIh berm &do" use : RA-" QK]ng Grdo : IS 7015 0-7, Mere6el r ASO Weveommiti of IIOL4s s.�mwnnl vr:nrr ".num1 Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser product design crReria and published design values. Weyerhaeuser expressly disclaims any other warru dies related to the software. Use of this software is not intended to circumvent the need far a design professional as determined by the authority having judsdlctlon. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to w .weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BURIJB.41e Page 6 of 9 F O R T E MEMBER REPORT Second Floor 29-06 1 plece(s) S 1/4" x 11 7/8" 2.0E Parallam® PSL Overall Length: 27 133 V 67 1 o e � All hucauuns are rrrewaul huh Ue wtside 1t W len supacil (a left cantik end).A6 dknr"nPuu arc ho v rtal.;Drarael tr Cwimptual Reaft At01ille eta AYRI6f1 OWA LOP L666rOala6aAwf�tOwlil menbp Random(103) 1211901313' 16W7(S.51r) n yt (6TMe) — I.00+IALL"Spars) Sri lOs 56% 012, 3/6' 12053 Party (47% I.LM 1.0 0 a IA L IA 1 Mmont (R4b6) -143M 0 13' 3• 29054 P2e•e, d (4BK) 1.00 lA 0 * lA L (A6 Spinal) Lrve (M4 Den. lip) 0370 0 6 2 15116• IL327 Parm (U923) — 1.00 + 1D L SP606) TdW land . m 0268 0 6' 2 1/Ib• O,6St Parts (U566 — 1.0 0 lA l (AK Sp61sl • oarster, e46a: U. (Vi"M and TL (vM7 • Top Edge WMV f W 1' Top ramp encia edge I be Inrnd A 22 o/c Y4lea. 0 opinivee. Boman Edge 6nnn9 (L.) Baddrn mlamnen edge man be bate" at 22 arc uidese6et>tka1111111911110111111 allFaYal. amw Iris9w.ts (eel I Teel Mll"M Og6a6+ Act _ loll � Aa14se rs I 1-S" wsh S" 3.SIr 3.9D' L1T — — IPS 297l'­() 4siN 149 8u ,u 2-mYmer-CF S57 S-S? 3W 4® 7790 12119 Flat l3 SSA wall - 5PF SSD 5.50' 157 931 72137J04 1144t 60r BsarrO • Bi00/p Pets r.c r®nOM m [ary ro 001 a0prla aanM1 46d•e e4rn4r,t Inc ru►rerd R rPOtd" tO Re meroer brrV aesn.a TrMrAar9 Oa6A 116er 11r6 Lomb laslNe(Oki Illft C&M (1Aq Oo•RRwr 0 See W.V.,(PLF; OW22 WA 194i r L—,PSFI 0b 176•(Ftert) 1T 25A 40.0 Fipa L larlom rP5ll y7(na4'2 l36• 25.0 1 W.0 Rear PASSED Sv+rvn FEa Mermet Ivao: FMah berm &ddrN Jet: RaeelOa RY'Mg Endo: I!C MIS Deco, Me ilAq, . ASO MlereALeettiv r10as sls7n..ertr Fee2s*R. rmnmr ereTonaade. wmM Ir,dl dY ve^9 or es d-W —a"a' FveMYlyd Ilia ♦afire. professional a rmi by the mry inn caving jurisdiction. A to the afRwme hater Tui mr or framer d rro:lmmded eo clmtm.mt nx need calculation a professional as determined by the authority r as (Ri n Board, Blocking The designer of record, bulkier or framer is responsible to assure that this calculation o compatible with the overall project. ty essodes (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser l osptles are third -party ESR-13tl to sustainable stamdards. with Weyerhaeuser M standards. Lumber Products have been evaluates by ICCerh ES e prier technical reports ESR-1 153 and E refer to and/or tested ,rh In accordance with duo /tile ASTM standards. For current code evaluatlon reports, Weyerhaeuser product literature and ins211ati"n details refer to www.weyerhaeuser.com/woodproducts/dxument-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BURIJB.41e Page 7 of 9 2F2.3 �i F 0 R T E MEMBER REPORT Second Floor. 28-07 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL Overall Largth 12 1.31rr 36' T6- 3'6tR' E 9 All bCatbns are measr" J from U1e votsidu- tan- of 44t supgxc (or " c hie W )AN dlmensasls ere huunMd.;Dravwy is Cunolytud (DssYp awft Manlier 111.6mcm (loss)_ seer Ea ArAaI0 Lu_aWa 9657 0 1' 6 172' 4166 0 3 Will _ A4wa1 8925 (600") 9676 Rap! Passed (97%) L00 tWrcess"Mis"3 - 1.0 0 + 1.0 S (AM Spare) Passed (42%) 1.15 1.0 D + IA S N Span) Moment (Ft4bs) 4441 O 1' 61R" 19346 Passed (3S%) 1,15 1.0 0 + 1.0 S (N Span) U1 Load DOI (1.) 0.03300 M2110 i2 - 3.00+1A S(AC Spans) TWI land OM. {n� _ 0.054 0 0 0,200 Pared_�,2L/690 - 1.0 0 + lA 5 N Span) C msban otela. LL tL7aa0) and n 41M). O+nA9 ee- emetics, . (aY)ad 1L (6 r). Top Edge Bracing (W): Top compression edge most be braced at 12' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c unless detailed otherwise. -678 lbs uplift at support 4' 9 1/2". Strapping or other restraint may be required. Supports Bearing Loads to Supports(lbs) Accessories Total Available Required Dead F� smrs Total 1- Stud wall - SPF 6.00" 6.0V 5.82" 3759 904 4897 9560 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 362 1047 240/4041 1649/-1041 None 3 - Stud wall - SPF 3.50" 3.50" 2.69" 1951 1102 1617 4670 None 4-Stud wall -SPF 5.50" 5.50" 1.50" 675 4B1/-54 490 16%/-54 Blocking e Blocking Panels are assumed to carry no loads applied directly above them and no full load is applied m the member being designed. Loads Loratlon(Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow 11..) 1 Commems 0-Self Wsght(PLF) 0to 12' N/A 13.0 1 - Uniform (PSF) 0 to 12' (Front) 6' 6" 25.0 40.0 Floor 2- Uniform (PLF) 0 to 12' (Front) N/A 80.0 Wall i 3 .".m rPSFI 0 so t' S' (Imn%) 14' IS.0 2$ 0 hoer a UWo+n(PSFI I'9'tp 12'IFnetll IZ 13.0 B0 Raft I5 P-1 :a, 1 13M'(F.W FUA 1470 2450 G4 PASSED 511am FEpr M." Typo R.Item Ble1 ese: RL-A- el BYOhg r. 1r : INC 701S DeW, Mtlreo 7v AiO wlyer(Heuser Noteb WJ1usrAYWat r.ayslar rent r.rrrl YlaNnxusc, wrr .'al ne ­9 or as l.oduoa wen of "acmAn(e "m vr"-eeu> f>odntt char ens" ant poei Jeepl valso Willinpnwr de- • w es--'ant-1elsted to the -'M- Use at dvt Mwre h not eaelded to ocomwre me .vvd %II dl plc llasawa' car 4elnn+car Ih me wed-�.,ty 1 9 r+�•rdrtsar The d..g �,ad'n..w ✓ hang a -Possible n -e mas mat r OaAd-a mn,ea, wan mr uvvres F,.M t ,lraTrows R. a-d. earner wwk w Sgash 11I am rut d9+d W tab>oM11.re. iaeq.da nua/amaall Y We'.-w+ r•ndk. ere m.o-penr nnabe ro waanYt4e bean etarrdwS Wev+tYru�r EriglMaaO WaOer woAan rl..e t+sr c-.a•word 0y Fits r10s tevhncd ,opate ESP 1153 arM FSR-IIa7 "o, taxed at ..gene wah 4ppeca0t, AST" dagRO Far "men.00e akm- rt9ats. Tr1Y1FI1111Ra amna etnntw e,lnd nfalWin detes.e. to- WheesnvL Wm udpnvurtLaoua 41paer. The ore ucr amac.0'. a,pus saw cases. aemm -ant sresvvt wen.mrr vt naM Mn onwaa Or Forte 500tarr Overseas Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425) 814-8448 brian.lampe@btleng.net 5/2/2019 12:55:44 PM Forte v5.4, Design Engine: V7.1.1.3 BuildB.4te Page 8 of 9 ,�iI F O R T E MEMBER REPORT Second Floor, 2B-08 f[ 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL Overall Length: 8' L a 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1950 @ 4" 6322 (4.25") Passed (31%) . 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1277 @ 1' 5 3/8" 8590 Passed (15%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 3364 @ 4' 15953 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Delf. (in) 0.033 @ 4' 0.183 Passed (L/999+) -- 1.0 D + 1.0 L (AII Spans) Total Load Dell. (in) A (I @ 4' 0.367 Passed (L/999+) -- 1.0 D + Ln L (All Spans) Deflection criteria: LL (1-/480) and TL (4/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7' 19" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c unless detailed otherwise. Supports Bearing Length Loads to supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1- Stud wall - SPF 5.50" 4.25' 1.50" 801 1200 2001 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 1.50" 801 1200 2D01 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing Me member being designed. Loads Laratlan (slae> Tributary Width Dead (0.90) Floor Live (1.00) comments 0- Self Weight(PLF) 11/4"to 7'103/4" N/A 13.0 1 - Uniform (PSF) 0 to 8' (Front) 7' 6" 25.0 40.0 1 Floor PASSED System : Floor Member Type : Flush Beam Building Use: Residential Building Code: IBC 2015 Design Methodology : Aso Weyerhaeuser Notes (0x1­l v, amlhrwl- Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser prod., design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intentied to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured a[ Weyerhaeuser facilities are third -party certdied to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technlcol reports FSR-1153 and ESR-1367 and/or tested In accordance with applicable ASTM standards. For current code evalua[lon reports, Weyerhaeuser product literature and installation details refer to www.weyerhamu r.cam/woodproducts/docoment-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brian Lampe BTL Engineering, P.S. (425)814-8448 brian.lampe@bb.ng.net 512120191:25:01 PM Forte v5.4, Design Engine: V7.1.1.3 BuildB.4te Page 1 of 1 2F2.4 BTL ENGI N I '.'.RING 2B- 01 M k.ft v= L/y Jo = d. W (LL) L/240 = 0 23S UP Elreq'd = ?8� x1061b.iri ZB- to M = 7 k.ft v= L/( ?O = OF 37 a (LL) L/ 240 = _ 0. 7y v UP EIreq'd = (O'J0 x1061b.in2 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 /�7� # /, i�`7® # 3- — — 23fi # �y ��' �3 5 0 # �'�n �J�• � ��.aLJii�.►. 7 : J`• Project: P�P.vRsE 15y0 g Designed By: bTl— Date: Project Number: Client: Scale: Page: 2F2.5 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 9801 A QAA6 AL_-__ A�1G O� I OI ID Project: (5LyO Fi Designed By: tq"- Date: Project Number: Client: Scale: Page: 2F2 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone:425-814-8448 2B- / M = 0('71 k.ft v= I•/�Bp = 4, C?� 1 (LL) L/240 = r7 . / (TL) i � EIreq{d = - X106 IbAn 2 4ks M =?/ k.ft M L/ 240 = O { 16 (TL) Elceq{d = 103 x1061b.1n, I/ J:. 1� - ' Z�5- Fax:425-821-212C # # 1 i Project: P,&-KA-PISE — 15L-9 >; 6 Designed By: 1511, Date: Project Number: Client: Scale: Page: 2F2. BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 ENGINEERING 2-B- 15"_ M k.ft V L/�p = 0 s, l I (LL) L/240 = -(TL) Elreq'd = X106 lban 2 ZB-16 M= 2, 0k.ft.� m (LL) L/240 = 0, 2-4 tr (TL) Elreq'd = 44 X106 lb.in 2 2774-'10 # Fax: 425-821-2120 7,7--to # rq� (WAW) ( )2K FOOCCr )2x c 4.Flble rl Ta Project: PARAvIsE - V-LvO ?' Designed By fl" Date: Project Number: - Client: Scale:— — P,,,:?r-2.? BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 1':NC71NF1-.K1NC:F' 2B-1-I M = %y7 k.ft v= L/* = 0. 0 8 (LL) L/240 %b (TL) \ EIreq'd = t I x1061b.in `I uU ZB- M = k.ft v= L/ _ (LL) L/ 240 = UP EIreq'd = x1061b.in ,.. IL # 1 ME.— Fax: 425-821-2120 .. ' .3�•Tij:. J.ri LJ� y Project: Designed By: 151" Date: Project Number: Client: Scale: Page: ?F2. BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 ENGINEERING Fax: (425) 821-2120 Gravity First Floor Framing s� ���� KEY p��N �f}�D�SE �vL1.D�ldb g 6�3 C� �aM :-FORTE D MEMBER REPORT Forst Floor, IM1 1 pia[e(s) 311r s 14' SSSE TEmbarStrand® LSL 0 16' OC Overall Leng(h: r All locaubm are r,9lsered both the ouvabe face of raft upport (or left cantilever end). N dl reaps 5 are noramtso PASSED �,' F O R T E MEMBER REPORT first POW, IJ-02 1 pfaea(s) u' Tile 560 0 Ife OC Oeeaa Length: Its' fi- ,. Q 4 14 6' Dedgin EEY{dts Allow a Legman Aarwea laeeaa. UFF I Lae4 raleakatbe(haw) Mprrper Rasrlm (Ws) 3337 6 i• 2 7/4" 61lI (5.50") Passed Nla.) 1.0 D • LO L (N s) Spar firer OL 2019 a 2 l0" 30127 Paaad 1AD 1A[LAII SpentMoment (Ft-lbs) -8273 @ 4' 2 3/4" 22714 Pa55ed (36%) 1.00 1Spans)Live Load Dell. (in) 0.156 @ 0 0.211 Pa55ed (2L/652) 1Spans)Total Load Del.(in) 0.268 @ 0 0.423 Passed (2L/378) 1Spans) TJ-Pro'" Rating 68 40 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 1" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' V o/c unless detailed otherwise. • A 4% increase in the moment capacity has been added to account for repetitive member usage. •-3291bs uplift at support located at 18' 1/2". Strapping or other restraint may be required. • A structural analysts of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. • Additional comideabors for the TJ-Pro"' Rating include: 5/B" Gypsum ceiling. Supports Bearing Length Loads to Supports (Ibs) Acceseorter Total Available Required Dead Floor live Snow Total 1 -Stud well -SPF 5.50" 5.50" 2.24" 1474 1863 257 3594 Blacking 2 - Hanger on 14" SPF beam 5.501, HangeN 1.50" -30 393/-299 -60 931 r See note389 • Nodding Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member • At hanger supports, the Total Manng dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. 9nese FOm Mem6s TlOe . Jntlr Wv911re : RauderrNl awing cans : IBC and Design Methodology : ASD Connector: Simpson Strong -Tie support i 2-Pace Model Mount Hanger O��h Top FN/stoners Fax81sterrers Memb �FOastenerc Aaessorles Vertical Loads Location (side) I Spalding Dead 1 (0.90) Floor Lim (1.00) Snow (1.13) Comments 1 - Uniform (PSF) 0 to 18' 6" 16" 25.0 40.0 - Residential -Living Areas 2 - Pdrd (Ib) 0 N/A 118 - 197 Roof 3 -Point (lb) 0 N/A 590 945 - 2nd Floor 4 - Point (ELF) 0 16" 90.0 - - Exterior Wall ForteWEB Software Operator ]ob Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 3 / 97 Ail I-blb t5 are measured from, the outsrde face of left support (dr If?, canmemer er41). As aimens•Or15 are "chomtl. Randh ACOW a Lawson ANoWN I sera. LSW I L-* amaaaletW ) Member Reactgn (Ibs) 2432 a W 2 314" 3455 (525") Passed (70%) 1.00 1.0 D • LO L (AN Spam) ShW b1 1427 a 4' 2330 PROM (ao% 1.00 1.0 D+ L 0 L(AINUMMI Moment (Ft-lbs) -5343 @ 4' 2 3/4" 11275 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.137 @ 0 0.211 Passed (2L/740) 1.0 D + 1.0 L (Alt Spans) Total Load Del. (in) 0.267 @ 0 0.423 Passed (2L/380) 1.0 D + 1.0 L (Alt Spans) TJ-ProT" Rating 64 40 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (W): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 4" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the T3-ProT" Rating include: 5/8" Gypsum telling. Supports Bearing Length Loads to Supports (Ibs) ActFssodes Total Available Required Dead Floor Live Snow Total 1 -Stud wall -SPF 5.50" 5.50" 3.50" 1176 1255 131 2562 Blocking 2 - Hanger an 14" SPF beam 5.50" Hangerr 1.75" / - 2 40 393/-157 -31 4188 See no@ r • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • r Required Manng Length / Required Manng Length with Web Stiffeners Connector: Simpson Strong -Tie PASSED %di nrffeer ""a" row '. JMr MJAlrywa: AoudpOLl lua" ors : IbC Mal. Design Methodology : ASD race Mount Hanger Model Seal ongth Top FN/stoners Faee1"I""ners Memb Ods[eners Stiffeners Vertical loads Location (Side) spacing Dead (0.90) Floor Llve (1.00) Snow (1.15) conannarrrm I - Uniform (PSF) 0 to I8' 6" 16" 25.0 40.0 - Residential - Living Areas 2-Point(ELF) 0 16" 45.0 - 75.0 Roof 3 - Point (ELF) 0 16" 225.0 311.1 - rand Floor 4 - Point (PLF) 0 16" 180.0 - - Exterior Wall Weyerhaeuser Notes Weyerhaeuser wanantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authonty having jurisdiction, The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in amordance with applicable ASTM standards. For coment code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeusermm/woodproducWdocument-library. The product application, input design leads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 5 / 97 1 F2.1 F O R T E D MEMBER REPORT PASSED ;t F O R T E 03 MEMBER REPORT PASSED First Floor, 11-03 Firs( Floor, 18-04 1 plece(s) 14" TJICD 210 O Ife OC 1 piece(s) 4 x 10 Douglas Fir -Larch No. 2 O 16e OC Overall Length: IS' 6' I-. a A8 IgWtwrrs acre meawre0 Iran the out race of Oft suppart (or left Wntoeh- end). Al dlmCnsrort5 are non re,,tal. Dadianitattiviltz AOWeta L.CNW Abele" Ileellt. Lor Loaf L'rarlstbn(htrnr 1 Member Rextgn (Ibs) 663 6 4 1/2• 1460 (3-W) Flrrlad 145%) 1.00 1.0 D • L0 L (N Spate) Shmr bil 6110 S Ur 1945 Reed (72%) 1.00 1.0 D . 1.0 L Wymal Moment (Ft-lbs) 2357 @ 79" 4490 Passed (52%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.123 @ 79" 0.369 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Dell. (in) 0.200 @ 79" 0.738 Passed (L/884) 1.0 D + 1.0 L (All Spans) TJ-Pro'" Rating 55 40 Passed • Defiaction criteria: LL (L/480) and n (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 5' 3" o/c unless derailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 4" o/c unless detailed otherwise. • A sbuctural analysis of the deck has not been performed. • Defection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-Pro" Rating include: None. Supports Bearing Length Loadsto Supports(lbs) Aaeaarlee Totol Available Required Dead Floor Live Total 1 - Stud wall - SPF 1 5.50" 1 4.25" 1 1.75" 1 258 413 1 671 1114" Rim Board 2 - Stud wall - SPF 1 5.50" 1 4.25" 1 1.75" 1 258 1 413 1 671 1 1/4" Rim Board Rim Board is assumed to carry all loads applied directly above a, bypassing the member being designed. Dead Floor Llve Lued I LLtts".Daaq sgsaLB I (LM I QM) Imnr�LO 11 1RvlamrlPSF) _ _- DID lv6-_ Its _- 'S0_- _bQ %r rbv Mfxntp rrR -NiV RW+'9 Vrt . A4erOpod ar trrg Dee : tBc fnu Design Methodology : ASD Wftr.ns•vw nwerrsr4e-1 per rmrg or ID 0mdv weher wspal nrm Wevsue're" Po".. 1r'49n t•rrwl Yrd pubin :d doW`mrvwwl .-1 -1 Omr+a "ahta �daod m ehe :drwara. Use d ties mrMse u rwr "tweed to mnrmel+Me new As a de" 9r PM .w m dcpe�•raV ov me prdfvvy h e' )uradauon. 1. "_ of -. hate" or hams Is rtdOdeibse sp assure• I" the cNplesn n camWeser savh ana ureee creed. Amedr s 14- aterd. B" Palls are Sqo un Bbras, we vn deuTnd b/ tat sdtwsre Neer. m ioiF 1"d at Wnrrnawrni lersb:s art mrN", r "oh., h. n.rrtaN9lar IoraBT 41rW0L WetsmN ling-e N Lamps Aabnts na.e been lb U l W ICC is u W eva4alsen reparta M 1153 and fS11-1W aMln I.rrM in aeraSane• w.It. apd�orae ASIM slrr,Lrdr FP Mee ra0f es'elYYl.n npvp. tµywMalet pma•I riyrM+n- all vW YMnr dsra.s •dw b wn..w .. rune.. i,•ri'wwdr.u.�.IsiY �ertnEr.+l r her Nun .�eexar.m. - I-," -IL de ilea aria espait aaNeMbll hour hell Vpe@s br For ewte 6dtwee Dperso ForteWEB Software Operator 30b Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 'AAclo-iror-urlifiremi 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 7 / 97 Cve a i :ength! 3 3- a 0 All to art lrt5 are measured fr01n the Qrt5xle face of left SuppM (,at ESt Wnfllevef eild). N durrefi r15 are borl-tar. Results Amete Leotblr A6Feea I0"wit AJW Laedr Carnseetbs EPMOM)(asapl Member RaxUpn (Ibs) 2691 • 3• 3261 (1.W) jPasa4d 82K) 1.0 D . LO L (All Spans) (11 9- bL) 2566 0 2' 1 )865 (pano 1.00 1.0 D 1.0 L AN SDm (1) Moment (Ft-lbs) 3546 @ 1' 7 1/2" 5166 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Dell. (in) 0.008 @ 1' 7 1/16" 0.071 Passed (L/999+) 1.0 D + 1.0 L(All Spans) [1] Total Load Dell. (in) 0.011 @ 1' 7 1/16" 0.142 Passed (L/999+) 1.0 D + 1.0 L (All Spans) [1] TJ-Pro'" Rating N/A N/A • Defiaction criteria: LL (L/480) and n (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at T o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' o/c unless detailed otherwise. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (lbs) Totol Available Required Dead Floor Live snow Total Supports Accessories 1 -Stud wall -SPF 3.00" 3.00" 1,73' 841 1737 -112 2112/ Blocking 2 - Hanger on 9 1/4" SPF beam 3.00" Harper' 1.50" 891 1840 -119 2119 See note r • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger . r see Connector grid below for additional information and/or requirements. fin' br ARebI ewe'-rr VNg 1W : AssalsoB Owing Dee t IBC are, Design Methodology: ASD Connector: Simpson Strong-Tre Support cMount Hanger MHUd 8 3.00n�h Top FNsteners Face22als[eners Membeer FOasteners Axessorles Dead Floor LlW snow Vertical Loads Location (Side) spacing (0.90) (3A0) (1.13) commees 1 - Uniform (PLF) 0 to 3' 3" N/A 63.0 100.0 - I Floor 2 - Point (Ib) 1' 7 1/2" N/A 1528 3252/-128 -211 Linked from: 1143, Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties Milled to the software. Use of this software is not intended to circurn- the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or fiamer is responsible to assure that this calculation is compatible with the overall project, Accessories (Rim Board, Blacking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by IX -ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable=11 standards. For coment code evaluation reports, Weyerhaeuser product literature and installation details refer to www. Weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB software operator Sob Notes Dane Pollen BTL Engineering (360)707-1687 dane.pollett@btleng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 8 / 97 1 F2.2 .0111T O R T E D MEMBER REPORT Rat POW, U-05 1 pieu(a)14 Tme 560 0 Ir 0C Overall Lerwric 17' 6- _ 7 MI kraotm are rrlauured from Die outs- face of ieft support (a la t LantlkVer end). N arparos ors; are m irmtal. Deden RGSLdb AtDely LGCMW AerWle 11erlt. LDP I Lassedu raraablatbs (Views) Member Rextgn (lbs) 1167 @ 3' 2 3/4" 3455 (5.25") PTeaad 163%) I.00 1.0 D • 1.0 L (N Spas) Sh- Os 12" 11 2390 PavW 1.00 1AD+1AL (AN UPI Moment (Ft-lbs) -4303 @ 3' 2 3/4" 12966 Passed (33%) 1.15 1.0 D + 0.75 L + 0.75 5 (All Spans) Live Load DeO. (in) 0.084 @ 0 0.200 Passed (2L/922) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) Total Load DEM. (in) 0.167 @ 0 0.323 Passed (2L/464) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) TJ-Pro'" Rating 61 40 Passed • Deflection anterior: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/0.2") and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 14' T' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 5" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ-Pro'" Rating Include: None. Supports Bearing Length Loads W Supports (lbs) I Is Acassetes Tond Available Required Dead Floor Live Snow Total I -Stud wall -SPF 5.50" 5.50" 3.50" 1187 1 980 1 463 1 2630 Blocking 2 - Hanger an 14" SPF beam 5.50" HangeN 1.75" / - ]4 393/-15 1 -88 1 163 See note v • Blotting Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Beanng dimension is equal to the width of the material that Is supporting the hanger • t See Connector grid below for additional information and/or requirements. • � Required Bearing Length / Required Bearing Length with Web Stiffeners PASSED :,-TORTE MEMBER REPORT First FII 11-06 1 piece(s) 14" TJ1© S60 0 16" OC prsyn I- 14rn6s Toe Jnllr erlbnv LIR : Raudr6tl Mlplg code : IBC Me, Design Methodology: ASD raPonce Mount Hanger Model SSZ ongth Top FNU414/starers Faee16a1sUcl teners Memb �lOrlWnemStiffeiners Vertical loads Location (side) Spacing Dead (0.90) Floor LiI (1.00) Snow (1.15) eummeMs I - Uniform (PSF) 0 to 176" 167 25.0 40.0 - Residential - Living Areas 2-Point(lb) 0 N/A 225 - 375 Roof 3 - Pant (lb) 0 N/A 213 340 - 2nd Floor 4 -Point (PLF) 0 16" 180.0 - - EMerior Wall Weyerhaeuser Notes Weyerhaeuser wamantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authonry having jurisdiction, The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are thirtl-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in amordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeusermm/-dprpducWdocument-library. The product application, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWE85oftware Operator "is Notes Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 10 / 97 Overall Length: 20 3' FIN I Ail locsoo s ore -red brown the mtsgc Laos of left support (a It- cantilever end). N airrems Rs are rgrumul. Dedin Repd4 AMW 6 Lelaeer AeMes I AA.0 IDF Iusesis [antis (Msrr) Member Readson (Ibs) 1206 ss19' 91/P 1265 (1-75") Passed 195%) 1.00 1.0 D • LO L (Alt Spans) Slwe its in!;0 4' 2390 Paved % LIM 1.0 D + 1,0 L YIN SOaIu Moment (Ft-lbs) -6603 @ 4' 2 3/4" 11275 Passed (59%) LOO 1.0 D + 1.0 L (All Spans) Live Load DeO. (in) 0.203 @ 0 0.211 Passed (2L/502) 1.0 D + 1.0 L (Alt Spans) Total Load DEM. (in) 0.312 @ 0 0.423 Passed (2L/326) 1.0 D + 1.0 L (Alt Spans) TJ-Pro'" Rating 61 40 Passed • Deflection anterior: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (WI Top compression edge must be braced at 8' 3" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 5" o/c unless detailed otherwise. • A structural analysis of the deck has not been pertormed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ-Pro'" Rating include: 5/8" Gypsum ceiling. Supports Bearing Length Loads to Supports(Ibs) Accessories Total Available Required Dead Floor Live Total 1 -Stud wall -SPF 5.50" 5.50" 4.57" 1449 1829 3278 Blocking 2 - Hanger an 14" SPF beam 5.50" Hangerr 1.75" / - 354 8911-196 1196/ See note • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • Required Bearing Length / Required Bearing Length with Web Stiffeners Connector: Simpson Strong -Tie PASSED SgIrRNOEr r4rrrbr/ Two -Jess N x"Ust6Welw. a set colt if fee INS. Design Methodology: ASD FPonace Mount Hanger Model Seal ongth Top FN/starers Faee16a1steners Memb 6-lOrlWnere Stiffeners Vertical loads Location (side) spacing Dead (0.90) Floor LI- (1.00) commemra I - Uniform (PSF) 0 to 20' 3" 16" 25.0 40.0 Residential - Living Areas 2-Point(lb) 0 N/A 438 700 Header Above 3 - Point (PLF) 0 16" 180.0 - Exterior Wall or (PLF) 14' 16" 338.0 540.0 2nd Floor Weyerhaeuser Notes as Weyerhaeuser wamants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authonry having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocl¢) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -parry certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For cunent code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeusermm/w dproducWdocument-library. The product application, Input design loads, dimensions and support Information have been provided by FarteWEB Software Operator ForteWEB Software Operator Job Notes Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 12 / 97 1 F2.3 .-AT O R T E D MEMBER REPORT PASSED :,-TORTE M3 MEMBER REPORT PASSED First Floor, 1J-07 First Floor, 11-08 1 phsomi 1'r me 560 O 1P OC I piece(s) 14" TJI(D S60 0 16" OC Overall Length: 18' 6' 1r, 14 F' U 0 MI kratwns are no urea Iran the outs face of left support (or let cdrnhifief and). AA (Ilmurtsart are haOauai. RuWR ACOM a1 Leram" Allen" war. Lois Loads raraltrba(tea) Mpnper ReaClm (Ibs 3197 a1 IF I 1265 (1.75") Pm* 195%) L (AR Spans) Sher foL 1725@f 2350 P'ue0 72% 0 L Moment (Ft-lbs) -6603 @ 4' 2 3/4" 11275 Passed (59%) 0 L (All Spans) Live Load Dell. (in) 0.169 @ 0 0.211 Passed (2L/538)0 =1.0DO L (Alt Spans) Total Load DEM.(in) 0.310 @ 0 0.423 Passed (2L/328)0 L(Alt Spans) TJ-Pro'" Rating 64 40 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 9' T o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 5" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional conside,bons for the TJ-Pro'" Rating Include: 5/8" Gypsum telling. Supports Bearing Length I Loads to Supports (lips) Accessories Totol Available Required Dead Floor Live Total I -Stud wall -SPF 5.50" 1 5.50" 1 4.13" 1410 1753 3163 Blocking 2 - Hanger an 14" SPF beam 5.50" HargeN 1.".. /. 131 9021224 1224 See note • alai Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that Is supporting the hanger • r See Connector grid below for additional information and/or requirements. • � Required Beanng Length / Required Beanng Length with Web Stiffeners 9"arp!Pbar, aanhb� 7)TM : JLIIT avow: alwg.wl stable Owe tlBr aJ15. Design Methodology: ASD 2uPace Mount Hanger U414Model Seal ongth Top FN/nteners Face16a1sad teners Memb Ods[enersStiflelners Vertical Loads Looation (Side) Spacing Dead (0s0) Floor LI- (1.00) comments 1 - Uniform (PSF) 0 to I8' 6" 16" 25.0 40.0 Residential - bvng Areas 2-Point(lb) 0 N/A 438 700 Header Above 3 - Point (PLF) 0 16" 180.0 - Exterior Wall 4 - Point (PLF) 14' 16" 338.0 540.0 2nd Floor Weyerhaeuser Notes Weyerhaeuser wanantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use jurisdiction,of this software is not intended to dreumvent the need for a design professional as determined by the authority having jurisdiction, The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are thirtl-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeusermm/—dprpducWdocument-library. The product application, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWE85oftware Operator "bNotes Dane Follett BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 14 / 97 Oveaa Length: l7 3' FIN NI klohatts are rI10;wre0 Ran the outside face of left support (a left. cantilever end). As aim— are hariIOntal. Ralndta AtaW a Lacm" Abed" 100.W loF L_Carrtls [ft"—) Mtmber Rextgn Obs 1245 O IT 9 tir 1265 (1-75") 14sed 1918%) 1,00 1.0 D • L0 L (AA Spans) Buhr hL 1328 94 5112' am PAreO fss% LLD lA D + 1,0 L YIN SDans Moment (Ft-lb5) 5759 @ 14' 11275 Passed (51%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.121 @ 0 0.211 Passed (2L/842) 1.0 D + 1.0 L (Alt Spans) Total Load Deft. (in) 0.194 @ 0 0.423 Passed (2L/524) 1.0 D + 1.0 L (Alt Spans) TJ-Pro'" Rating 61 40 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (WI Top compression edge must be braced at 8' o/c unless detailed otherwise. • Bottom Edge Bracing (Lb): Bottom compression edge must be braced at 9' 1" o/c unless detailed otherwise. • A structural analysis of the deck has not been Pertormed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional conside,bons for the TJ-Pro'" Rating include: 5/8" Gypsum ceiling. Supports Bearing Length Loads to Supports (Ibs) Accessodes Total Available Required Dead Floor Live Snout Total 1 -Stud wall -SPF 5.50" 1 5.50" 1 3.50" 1265 1 1414 127 2806 Blocking 2 - Hanger an 14" SPF beam 5.50" Hanger" 1.75" / - 394 8911-108 -27 1135/ See note r • Blocking Panels are assumed to carry, no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See connector grid below for additional Information and/or requirements. • Required Beanng Length / Required Beanng Length with Web Stiffeners Connector: Simpson Strong -Tie 9rdra tits" rrenrbd Two -JW r•Mbfowtwldmoo tusmrg met tIIK INS. Design Methodology: ASD wPpacoe Mount Hanger "el Seal ongth Top FN/starers Face16a1sad teners Memb Ods[eners Stiffeners Vertical Loads Location (Side) Spacing Dead (0.90) Floor Llve (1.00) Snow (1.15) comments 1 - Uniform (PSF) 0 to 20' 3" 16" 25.0 40.0 - Residential - Living Areas 2 - Point (PLF) 0 16" 175.0 280.0 - 2nd Floor 3 - Part (PLF) 0 16" 180.0 - - Exterior Wall 4 - Point (PLF) 14' 16" 338.0 540.0 - 2nd Floor 5 - Point (PLF) 0 16" 45.0 - 75.0 Roof ForteWEB Software Operator 30b Notes Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 16 / 97 1 F2.4 :-FORTE D MEMBER REPORT PAWED �i! F 0 R T E m MEMBER REPORT first Floor' IJ-09 First Floor, 11-10 14" TA 560 (Full Length) and 14" TA210 (Right Span Only) 1 piece(s) 14" TJI© 560 0 16" OC O,eraa Length: 26' 6' Overall Length: 133- - l 1 Li L--I [1 0 AII Woterts are ndei 0 Rom the outsde- face of left support far left Wntoewer end). AR dimers,ms am h abotar. Desillin Results Member Reaction (les) Ali • L.ouen 32" 0 3' 2 3/4- arm 12031 (54171 reds. Flexed 127%) Las Leaf C.wbw.tlm (amre) 1.0 D • 0,75 L • 0.75 5 (Ad) Spare) Sfraer 9a 206B 0 l' 10" 1*0 Paned (12% LIS 1.0 D . 0.75 L+0.75 S IN 1 Moment ( lbs) -6627 @ T 2 3/4" 26121 Passed (25%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Dell. (in) 0.069 @ 0 0.200 Passed (2L/999+) 1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Deft. (in) 0.135 @ 0 0.323 Passed (2L/572) 1.0 D + 0.75 L + 0.75 S (Alt Spans) TJ-ProT" Rating 69 40 Passed • Deflecion criteria: ILL(4/480) and TL (L/240). • Overhang deflection criteria: ILL(2L/0.2") and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 26' 6" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 26' 6" o/c unless detailed otherwise. • A 4% increase in the moment capacity has been added to account for repedbye member usage. • A structural analysis of the deck has not been performed. • Deflection analysts Is based on composite action with a single layer of 23/32" Weyerhaeuser Edger" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ-Pro'" Rating include: None. Bearing Length Loads to Supports (Ibs) Total Available Required Dead In. Live Snow Total Supports Accessories 1 - Stud wall - DF 5.50" 5.50" 1.50" 1609 1170 990 3769 Blocking 2 - Stud wall - DF 5.50" 5.50" 1.50, 113 814 -283 283 No- 3 - Stud wall - DF 5.50" 5.50" 1.50" 1594 1022/-28 1075 3 28/ Blocking Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ®®®®®� �o�®tee ForteWEB Software Operator lob Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 91rbn' roar MamAr TNIe . Jets BOWre Ora : R.dd�Y11 axism Dee, ! Inc His. Design Methodology: ASD 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 18 / 97 N IOCa0mt5 are measured From tare Misrule IKE of raft Uipport (a left Wntir- ei W ). AA drmersiron5 am mrr2q hu Ra9Wts ACOWa Leaves ANDAN )rAMW Las uec r.rebwrls(P.M-) Mernber Reacbm (Ibr) 3214 0 3' 2 3/4" 3973 (525") l4$4d 18111) 1.15 1.0 D • 0,11 L • 11.1111. 19-1 5lreer 9a 2154 i9 r 2749 PMON 1.15 1.0 D a 0.75 L - 0,75 S (N ) Moment ( lbs) -6627 @ T 2 3/4" 12966 Passed (51%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Dell. (in) 0.115 @ 0 0.200 Passed (21-/672) 1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Deft. (in) 0.231 @ 0 0.323 Passed (2L/336) 1.0 D + 0.75 L + 0.75 S (Alt Spans) TJ-Pro­ Rating 66 40 Passed • Deflection criteria: LL (1-/480) and TL (L/240). • Overhang deflection criteria: ILL(2L/0.2") and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 12' to- o/c unless detailed otherwise. • Bottom Edge Bracing (Lb): Bottom compression edge must be braced at 7' 6" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessores Total Available Required Dead Floor Live Snow Tonal 1 -Stud wall -SPF 5.50" 5.50" 3.50" 1623 1152 970 3745 Blocking 2 - Hanger an 14" SPF beam 5.50" Horgan 1.75" / - e -181 2]9/-180 -245 267096 See note r • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • r Required Bearing Length / Required Bearing Length with Web Stiffeners Connector: Simpson Strong -Tie 51,011/n: rpnr Isar er 1)ae:Jose lem" W t Merit. elasre aee, tNld S. Design Methodology: ASD Pacoe Mount Hanger "e Seat ongth Top FN/starers Faee19a1s[eners wMemb �lOnl�nets Stiffeners Vertical loads Location (Side) spacing Dead (0.90) Floor Urne (1.00) Snow (1.15) eommerds I - Uniform (PEE) 0 to 13' 3" 16" 25.0 40.0 - Residential - Living Areas 2 - Point (Its) 0 N/A 435 - 725 Roof 3 - Point (lb) 0 N/A 325 520 - 2nd Floor 4 - Point (PLF) 0 16" 180.0 - - Exterior Wall equired at location 0 due to loads. ForteWEB Software Operator lob Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 20 / 97 1 F2.5 .-AT O R T E D MEMBER REPORT First Floor, IJ-11 I piece s) 14" TITS S60 0 16. OC • MI kratwns are nn9 aci from the mtsdn face of left wppo t (a IMt cantilever end). As dlmer6Un5 are nora mat. Onsililin ResWR Allow a L.Cmw AdaRr Raul. LAW I LaaE ceraseaDen (ftneen) Morlper Reaction (Ite) 2047 0 3' 2 3/4" 3455 (525") PaRRd 159%) I -DO 1.0 D • 1.0 L (Ad) Spars) 4rear fu 1471 1! 3'- 2749 Pae•eO (549t. US 1.0 D + 0,75 L+ 0.75 S AN Spann) Moment lips) -4422 @ 3' 2 3/4" 12966 Passed (34%) 1.15 1.0 D + 0.75 L + 0.75 5 (All Spans) Live Load Defl. (in) 0.082 @ 0 0.200 Passed (2L/940) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) Total Load Del. (in) 0.157 @ 0 0.323 Passed (2L/494) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) TJ-ProT" Rating 68 35 Passed • Deflection criteria: LL (1/480) and TL (L/240). • Overhang deflection criteria: LL (2L/0.2") and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 14' T' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bonn compression edge must be braced at 9' 4" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional consul-beas for the TJ-ProT" Rating Include: 5/8" Gypsum telling. Supports Bearing Length Loads W supports (Ibi) Aptessrtes Total Available Required Dead Floor Live Snow Total I -Stud wall -SPF 5.50" 5.50" 3.50" 1116 931 666 2713 1 Blocking 2-Stud wall -SPF 5.50" 5.50" 3.5" 182 761 -2. g211 None 3 - Stud all - SEE 5.50" 4.25" 1.75" 214 330/-23 29 573/-23 1 1/4" Rim Board • carry au loans aPPuen --Y aoove 4 ovp-w g ore memow nery -W-. • Bbavg Pontlp xe asaunn•4 m tarry no bees atw4d ertcSr above therm and tfe NYI bed a nooses m nN number berg duwmt VarflolLoadsNel Learwn(srx) Dead Fos Lt. Anal ssaaa tail lt.r) lt.Ls) I I-UrA-(PSF) 0m 26'6' 16' 25.0 40.9 L610 itnssis .pet' 4bp1 2 •Foal IF131 0 I6' 116.0 3 Fabt IFLF) I- - Pblf IPLF) 0 IP 16].0 ]1a.0 ]1tlil�r 0 _ l6' 90.0 - - 62ru'Fua PASSED ;.'FORTE CM MEMBE RREPORT First Floor, I1-12 1 phscal W Tile S60 O W OC SnMn fiber, rfan0v TS01 .1e1r BardrO Ora = RandmBll RURIg men : IBO His. Design Methadolegy : ASD 1909atrlgeaiR mows Ylryanaonr warr4a ,rut [R -.vie W iA l ec,n, we pen armrdr- Mm Wc-pruean Prow deem Ent- ad PAbhN el 7n ..h.s wrn+,.�mt, oa n a+canm ew •u1Rr nvnmdiai i.eblea Id Ow• xiT.I+e. use ur nva a4Mar n mA iMvrkO b craamtava the man fur a degm "eueo e a detenn•nd by 1. mtorm" rare T,m te6ai. The deargrwr er -, hMde. a fnataf n rb� to -c :mn pia obYa - rs ronlpUrbtr wNh Ore men 0l W-. l ---- lee Board, 50-9 P and Squaar Wed) arc ran aesgned IT me tP -c. P cdi- nehNnrdurM at YlavaMrtnsw rp�t ar pYrd PaIY CONvet •o vn+arable foal Oandam Wet -RN Erse-Od L~ wed,tb oa•a been ey-d tit 1p. E5 ode mabtpbn r-b M I I S 1 and ESR 1397 rrdfa usM ir. a,ei ma cr With oat aftIn 1STM t ndWe, k Nnrm met i-ana, nine . WryHmslar Mtdrrr rerMml and Vaam all MC m W WW.Wrxrruade.airum�+e-rd•a/. The pa uct ,P"ta rW OeILW had, dammMra ab ealown uM•eter IYcaaer -,W In Few" Shcrree Dpiew r (!})4,,INlAlal ltaK4lN avfia•.I eA r Y ead"M sett eraoprrw hap Ras 6/ 13/2019 5:48:02 PM UTC gFn e�nap ForteWEB v2.1, Engine: V7.3.2309, Data: V7.2.0.2 dm. Wwjmat Flie Name: Paradse B iOarmOWAr011egM Page 22 197 Over" lai get: Ir �1 0 0 Alf location!, are rrleasUred from the outs•dc face of raft 5uppat Co, left cantilever end). As dIRleMgrK are nOrrmnIum. Asset •waRes Assesses IasLls, LRP LaryralliRlmom - >- Member Rex Um (bs) 26M 04' 2 3/4" 3455 (525') Passed (7S%) 1.00 1.0 D • LO L W Spatial Shear 9a 1497 P f 2390 Paaad (B37i 1.00 1.0D + 1A L N Moment (Ft-lbs) -5639 @ IV 3/4" 11275 Passed (50%) LOO 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.113 @ 0 0.211 Passed (2L/900) 1.0 D + 1.0 L (Alt Spans) Total Load Del. (in) 0.220 @ 0 0.423 Passed (2L/462) 1.0 D + 1.0 L (Alt Spans) TJ-ProT" Rating 72 35 Passed • Deflection criteria: LL (1/480) and TL (L/240). • overhang deflection criteria: LL (2L/480) and TL (21/240). • Top Edge Bracing (L,): Top compression edge must be braced at 11' 7" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bonn compression edge must be braced at 8' 2" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional consul-bers for the TJ-ProT" Rating include: 5/8" Gypsum ceiling. Supports Bearing Length Loads W supports (Ile) A-.-S ies Total Available Required Dead Floor Live snow Total 1 -Stud wall -SPF 5.50" 5.50" 3.50" 1235 1370 1 316 2921 Blocking 2 - Hanger an 14" SPF beam 5.50" Hangerr 1.15" / - -245 2191-365 -116 726 See note v •HIOCking Eanels are assumed to carry no loads applied alrecty above tram ana the MI load is applied to Ire member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material tint Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • Required Bearing Length / Required Bearing Length with Web Stiffeners Connector: Simpson Strong -Tie 9asppeflsr aRelEsl ljMa)011 fLdlVlial� OAM" ml IMC 2s5. Design Methodology: ASD Supporti Model Seat Length Top Fasteners I Faw!Faurtenss Memb rr as[eners �St riw 2-Face Mount Hanger U419 2.00 N/A�ud Vertical loads Location (Side) Spacing Dead (0.90) Floor Live (1.00) Snow (1.15) cemmeMs I - Uniform (PEE) 0 to 12' 16" 25.0 40.0 _ Residential - Living Areas 2 - Point (lb) 0 N/A 90 - 150 Roof 3 - Point (lb) 0 N/A 350 560 - 2nd Floor 4-Point(ELF) 0 16" 90.0 - - Ed nor Wall 5 - Point (lb) 0 N/A 30 - 50 Low Roof ForieWEB Software Operator 1301, Notes Dane Pollett BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 23 / 97 1 F2.6 :-FORTE D MEMBER REPORT First Floor, 11 13 1 piece(s) 3 1/ 2" x 14a 1.55E rfmberStrari LSL @ 16" OC Ohnfae Length: 19 g r r� All WCabom are rrleenurm from ore ouvaclr- lace of left support (a left cantilever and). N dlmCres-ni are witontsu Results Aa tm a L...Um Aeslaaa lasses. LIFF laab ralaearMba (FMawn) Member Reaction (Ibs) 3498 0 T 2 3/4" 8181 (5.50") Paasad 143%) 1.0 D • LO L (N Spinal SD - ibis) ) 2143 a 2' IQ* 10127 Pared 1% LOD 1.0 D 4. 1.0 L N Spans) Moment (Ft-lbs) -8798 @ 4' 2 3/4" 22714 Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.161 @ 0 0.211 Passed (2L/632) 1.0 D + 1.0 L(Alt Spans) Total Load DeM.(in) 0.293 @ 0 0.423 Passed (2L/346) 1.0 D + 1.0 L(Alt Spans) TJ-Pro'r- Rating 65 40 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' T' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 7" o/c unless detailed otherwise. • A 4% increase in the moment capacity has been added to account for repebbve member usage. •-3381bs uplift at support located at 18' 7". Strapping or other restralyd may be required. • A structural analysts of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-PrcTM Rating include: None. Supports Bearing Length Leads to Suppoh 6 (Ibs) Accessories Total Available Required Dead Floor live Snow Total 1 -Stud well -SPF 5.50" 5.50" 2.35" 1627 1871 243 3741 Blacking 2 - Hanger on 14" SPF beam 5.00" HangeN 1.50" 47 405/-291 -55 4011 r See note113 • Hooking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. PASSED F O R T E D MEMBER REPORT first Floor, 1J-14 1 pllece(s) it T710 SM O Ife 0C sna.n ra+ rewatr rive r+v aWda'9 Lhr . AWOpoT m-" ran! :IBC Bral Design Methodology : ASD Connector: Simpson Strong -Tie support i all 2-Pace Mount Hanger W5902 O��h Top FN/stoners Fax81sterrers MembrFOastenerc Aaessorles Vertical Loads Location (side) I Spalding Dead 1 (0.90) Floor Lim (1.00) Snow (1.13) Commends 1 - Uniform (PSF) 0 to 19, 16" 25.0 40.0 - Residential -Living Areas 2 - Pdrd (Ib) 0 N/A 113 - 188 Roof 3 - Mot (lb) 0 N/A 594 950 - 2nd Floor 4 - Pant (ELF) 0 16" 180.0 - - Wall ForteWEB Software Operator Job Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 25 / 97 Overact Length: 19, All locatrorns are measured Iran pw ouvacle lace of reft support (err left cannlever enp). As amensgns are nOrDUMdI. Dessil Results Ad" a Lawson arwr I w+e. laf LOee IyeleawlW (Ieirel) Member Reaction (Its) 2198 0 4. 2 314" 3455 (525") Passed (72%) 1.00 1.0 D . 1.0 L (N Spans) 5lrer tibi 1471 @ 4' "N Passed (62%) Lop 1.0 D + 1,0 L (N Spans) Moment (Ft-lbs) -5529 @ IV 3/4" 11275 Passed (49%) 1.00 1.0 D + 1.0 L (AII Spans) Live Load Defl. (in) 0.147 @ 0 0.211 Passed (2L/692) 1.0 D + 1.0 L (Alt Spans) Total Load DeM.(in) 0.281 @ 0 0.423 1 Passed (2L/360) 1.0 D + 1.0 L (Alt Spans) TJ-Pro'" Rating 60 40 1 Passed • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (W): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 3" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional considerations for the TJ-Pro'" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Aoce4sodes Total Available Required Dead Floor Live Snow Total 1 -Stud wall -SPF 5.50" 5.50" 3.50" 1200 1298 129 2627 1 Blocking 2 - Hanger on 14" SPF beam 5.00" Haogerr 1.75" /. r 50 4051-160 -29 4189 Sep no@ r • Blocking Panels are assumed to carry no loads applied directly above them and the full lead is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • r Required Bearing Length / Required Bearing Length with Web Stiffeners Connector: Simpson Strong -Tie PASSED ssraem rEx ..'ate TWO � Jalf RJldrgw e r lillesillera ausall Door [ear >of. Design Methodology: ASD race Mount Hanger Model Seal ongth Top FN/stoners Faeelbalstonem Membt� Ods[enem Stiffeners Vertical Loads Location (Side) Spacing Dead (0.90) Floor Llve (1.00) Snow (1.15) eerrstrander I - Uniform (PEE) 0 to 19, 16" 25.0 40.0 - Residential - Living Areas 2-Point(ELF) 0 16" 45.0 - 75.0 Roof 3 - Point (ELF) 0 16" 238.0 3fl0.0 - rand Floor 4-Point(PLF) 0 16" 180.0 - - Wall Weyerhaeuser Notes Weyerhaeuser warrants That the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction, The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. products manufactured at Weyerhaeuser facilities are third -parry certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in amordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeusermm/woodproducWdocument-library. The product application, input design loads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 27 / 97 1 F2.7 .+1 F O R - E m MEMBER REPORT .� FORTE D MEMBER REPORT PASSED F,rst Floor, U 15 first Floor, 13-16 1 piece(s) 5 1/4" x 14" 2.0E Parallam© PSL @ 16' OC 1 pbn(a)1Ue Tile 5600 Ife OC Overall length: 19 J MI lorattmts are rn915u M fret, "w outsrdc face of left support (or left cantlleh,v efxl). M dImE4l -ei am norl20mal. Deal RWdR AC W • L.eOrn ANWAM ref. Let IIaA4 CAtA6AleefOA lFs`rrl) Mrarlper Reaction (Ibs) 5813 0 4. 2 V4- 12272 (541C) Pauad (47%)Z-1.00.75 L • 0.75 S (AS Spans) S1wr 11a 4017aZ IV 1630 Pa*ad (iS% 0,75 L+0r75 S(AD )Moment (Ft-lbs) -16764 @ 4' 2 3/4" 48728 Passed (34%) 0.75 L + 0.75 5 (AII Spans) Live Load Dell. (in) 0.170 @ 0 0.211 Passed (2L/598)0.75 L + 0.75 5 (Alt Spans) Total Load Defl. (in) 0.312 @ 0 0.423 Passed (2L/324)0.75 L + 0.75 5 (Alt Spans) TJ-Pro'" Rating 69 40 Passed • Deflection criteria: LL (I,/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (21,/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' T' o/c unless detailed otherwise. • Bottom Edge Bracing (La): Bottom compression edge must be braced at 18' T o/c unless detailed otherwise. • A 4% increase in the moment capacity has been added to account for repetitive member usage. • A structural analysis of the deck has not been performed. • Deflection analy9s Is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that Is glued and nailed down. • Additional oansidembons for the TJ-Pro'" Rating include: None. lr Supports Bearing Length Loads W Supports (Ibs) Accessories Total Available Required Dead Floor live Snow Total 1 - Stud wall - SPF 5.50" 5.50" 2.61" 2756 1978 2099 6833 Blocking 2 - Hanger on 14" SPF beam 5.00" Hanger, 1.50" -304 405/-315 i,B 109/7 See note , Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. At hanger supports, the Total Beamig dimension Is equal to the width of the material that is supporting the hanger , See Connector grid below for additional information and/or requirements. 9fabnrW Mn10Lr Int" =Alllr HIOIOI". e� &am"dMt..1. Design Methodology: ASD 2u7 Mount Hanger Model Seal ength Top FN/steners FacelFFa nets Memb r F6asteners Acceseorles Fac lad W erhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design crteria and published design values. Weyerhaeuser expressly disclaims any other wamantles related to tine software. Use of this software is not intended to circumvent the need fora design professional as determined by the authorityhaving jurisdiction. The designer of r-o , builder p framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and SR-1387 and/or tested in amordanca with applicable ASFM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.cam/woadproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWE85oftware Operator lob Notes Dane Pollett BTL Engineering (360)707-1687 dane.pollett@bdeng.net Overall Length: 19, J 1=. 0 0 Ail locatwns are mau M frrm the oursrde face of left support (or left cantilever end). As fLmer'sro.ts are ndru niai. Design Resiall'e ACW a Lareeet Aeeeas latena. Law I Leese Coneleent.(isa-) me now Reaction (Ibs) 2S36 0 4' 2 V4" 34M (525') Passed (73%) 1.00 1.0 D • LO L (AN Spans) Sh- its l500 0 4' 2330 Paved 831(r 1.00 1.0 D + 1.0 L All Stuns Moment (Ft-lbs) -5651 @ 4' 2 3/4" 11275 Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.151 @ 0 0.211 Passed (2L/672) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) Total Load Defl. (in) 0.304 @ 0 0.423 Passed (2L/334) 1.0 D + 0.75 L + 0.75 5 (Alt Spans) TJ-Prot" Rating 62 40 Passed • Deflection criteria: LL (I,/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (21,/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that Is glued and nailed down. • Additional consueabons for the TJ-Pro'" Rating include: None. Supports Bearing Length Loads W Supports (Ibs) Total Available Required Dead Floor Live Snow Total ActeasoNas 1 -Stud wall -SPF 5.50" 5.50" 3.50" 1298 1 1238 1 356 2892 1 Blocking 2 - Stud wall - SPF 5.50" 4.25" 1.15" 28 4D4/-163 -81 2� 1 1/4" Rim Board • KIM maw Is assumes to carry all loads applied directly some It, bypassing me member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is apotied to the member being designed. Deed roe,uve sneer, veruw Logo LouMee ism.) $Pell (e.1g) 000) (1.15) dfNr�b L-lk-(PSrI Om IY tc- l 250 -Dray Nsas 1-softie) D lip 155 175 Iftelf T - Pont QbI D ti = ass - m-13 4 IMLltil" D Is" lse0 etas Snspn Fb,r MSMW T)se ~ O�IIIyme: Aeaderarl edtg &W :18C 2aS. Design Methodology: ASD ftow Wetelre- __ mall the Way d ea pope's M x w armmrxe r,rm W,,,e ea, I- and "'r and __-W wars wMnwersaa - dooane era amav rrNrapres m4ted to ee tut" Vrr M tun WING n ref rr .-ed no aoar,.ery e,e .wall for a Je iota y:aru, , daferr••M by ma urAfgnty ­W f,nrmdl h rnr 4E WW d � prise V cramp e prrstY rc aaxye rrx Iru. c,r�[v:+[vr, �• rnnpvR wpm IR a+rdl ,rvpr; :.-revm•a 9m� . r2any Cs+h nC'yuaN pltr�, arc rgl devyrad pr rhea /ryraR prpWafa sa -1 l road a( We-rerhanrcr rautr. era uvrtpartY raysrra; tu ar,tawa. rraev;v YdNard V,ta�ni�m E�.q.retnt u+"ee n..as:s crave Leer. evewpa A IrLfS u,tler esvA,sten reports ESe-1 L53 ertl Eat-13e/ MtlAv taarrt r, xux,-race win ,rnr.alre Asirl -.wu.m w rv,era cede aawrarr., ryo,t, y+rvwnrn,ra" mad K rnenwre and Ylnw.-Isrrnrra•.vrVw,atsVedd+.tsimonrrare-I4rary. I, Rop[t Mal el 1JU d %W Well. dar,ensraM erH erekdpt rearmleXv, new, bolo "oiled N Fa~ SW- OttatQr 6/13/20195:48:02 PM UTC I Fent.riro sateen odeaen ,xs steel De v 4e eR ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 Bn fr,ri^dearrg File Name: Paradise B (3rRll 7mlea7 id/KJF�.[CMMyrr.4 Page 29 / 97 (W'wrteaLuul nxdsrvl r4nlVM a�rerhannar Y 6/13f20I9 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2309, Data: V7.2.0.2 File Name: Paradise B Page 31 / 97 1 F2.8 �t F O R T E D MEMBER REPORT PASSED i T O R T E MEMBER REPORT PASSED First Floor, I8-17 First Floor, 18-18 1 piece(s) 5 1/4" x 14' 2.0E Parallam® PSL 1 p)aoa(s) 5 1/4' x 14' 2.0E Parallem® PSL Overall Length: IE' 6- 4 t. a All locatwns are measured frm me mtsK face of left support (or Left waiiever end). M dirre,mipD are IloflrOrnal. RLtatdta Ad" � Lawbn AN Wa mum SDP flaaa: ratAeaaAtlea (FMaLrn) ' L(eDIDv Ra7r1m (Ibs Shear 8u 6678 ® 4' 2 3/4' 49210 2' IV 12272 15.5n Passed 154%) 16342 PaaNld 1.15 1.0 D • LD 5 (AL Spatial) 1.0 D 1 1.0 s (AN Spam? Moment ( lbs) -16046 @ 4' 2 3/4" 46854 Passed (34%) 1.15 1.0 D + 1.0 S (Ail Spans) Live Load Defl. (in) 0.179 @ 0 0.211 1 Passed (2L/566) 1.0 D + 1.0 S (All Spans) Total Load Dell. (in) 0.285 @ 0 0.423 1 Passed (2L/356) 1.0 D + 1.0 S (All Spans) •Uran In . aL (4,4BU) Ina I L LL/tau). • Overhang deFlection oriteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 1" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' V o/c unless detailed otherwise. • -635 lbs uplift at support located at 18' 1/2". Strapping or other restraint may be required. Supports Besrirg Length Loads W Supports (lbs) --i'las Total Available Required Dead Floor Live Snow Total I -Stud wall -SPF 1 5.50" 1 5.50" 1 2,99" 1 3155 1 1006 1 3523 1 7684 1 Blocking 2 - Hanger on 14" SPF beam 5.50" I anger' I Lll)- 1 38 589/-28 -673 6701 See note r wuwuy rsua> me assuuicu w uuy uu iueus w auurc ic uuulmicre, ucuy ucayucu. At hanger supports, the Total Bearing dimensionnPPnis equaluutoauy the width ofuiau them'u matuerialithatu,isu supportingisaycuw theuhanger'natu r See Connector grid below for additional information and/or requirements. 9fo- rp. ou'row T10t Rrgr aeae adawy Ida : A4a0saP ftlsarg Cane fat M, Design Methodology : ASD Overall Length: IE6 No All locavom are measured from the mrsKle face of left support (or left cantilever end). M dimepsrg are noruarxal. Remuft ACOWa Lmrn ANOWN ROME, LOP Last raatalaaflLe.VON-) Marrow Reaction (Ibs) 6453 ® 4' 2 314" IU72 (5.50) Passed 153%) - 1.0 D • 1.0 5 (All Spam) Shear it 46710 ? IV 1630 Pa=W 1.1$ 1.0 D 1.0 S t Moment (Ft-lbs) -16251 @ 4' 2 3/4" 46854 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.183 @ 0 0.211 Passed (2L/554) 1.0 D + 1.0 S (All Spans) Total Load Dell. (in) 0.291 @ 0 0.423 Passed (2L/348) 1.0 D + 1.0 S (All Spans) •Uran am . aL (L/4Bu) Ina I L LL/tau). • Overhang deFlection criteria: IL (2L/480) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 1" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' V o/c unless detailed otherwise. •-6501bs uplift at support looted at 18' 1/2". Strapping or other restraint may be required. Supports Bearing Legth Loads to Supports (Ibs) Acceswrles Total Rvailable Required Dead Floor Live Snow Total I -Stud wall -SPF 1 5.50" 1 5,50" 1 2.89" 1 3071 1 1006 1 3382 1 7459 1 Blocking 2 - Hanger on 14" SPF beam 5.M" I Hanger' I Lll)- 1 33 1 589/-28 -682 12z/ See note r . wwuuy raum me assuuicu w uuy uu ".' uuauy auuvc ow".auu 1- iuu iuuu is -w. I -ow 1-1-1ucuy ucayucu. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Face Mount Hanger HGIM sd 0/14 Sea4 Ongth Top FN/steners Face66a1stenns Member FQsteners Accesmrles Mount Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Commends 0 - Self Weight (PLF) 0 to 18' 1/2" N/A 23.0 -- -- 1 - Uniform (PSF) 0 to IS 6" (Front) 2' 25.0 40.0 - 1st Floor 2 - Point (Ib) 1' (Front) N/A 1560 2600 Roof Girder Point Load 3 - Uniform (PLF) 0 to 1' 3" (Front) N/A 235.0 40.0 200.0 Beano'Wall (Roof 2nd Floor + Wall) Neyerhaeuser Notes /eyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other wananties alatetl to the software. Use of this software is not intentle0 to circumvent the need for a design professional as tle@rminetl by the authority having juristlic[ion. The designer of record, builtler or framer is spareable to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed by this aofiware. Products manufactiaed at /eyerhaeuser facilities are thin -party certified to sustainable forestry standards. Weyerhaeuser Engineered lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-138i rid/or tested in attordance with applicable ASFM standards. Far torrent code evaluation reports, Weyerhaeuser product literature and installation details refer to mw.weyerhaeuser.Cam/woodproducWdocument-library, he product appliudon, Input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator ]cab NOMa Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 32 / 97 sWMW TWO NOIOrN ag+lvg W t ROMEO -am Oalr [flat MRS. Design Methodology: ASD Mod O/14 �4. Ongth Top FN/steners Fa bbalstrners MembZZ FOsteners Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Commends 0 - Self Weight (PLF) 0 to 18' 1/2" N/A 23.0 -- -- 1 - Uniform (PSF) 0 to IS 6" (Front) 2' 25.0 40.0 - 1st Floor 2 - Point (lb) 9" (Front) N/A 1470 - 2450 Roof Girder Point Lead Bearing Wall (Roof 3 - Uniform (PLF) 0 to 1' 3" (Front) N/A 235.0 40.0 200.0 2nd Floor + Wall) Conservative using 1B-17 Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of be products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any her warranties elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is espensible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blacking Panels and Squash Blocks) are not designed by this software. Products manufactiaed at Veyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-13& rid/or tested in amordance with applicable ASTM standards. Far torrent code evaluation reports, Weyerhaeuser product literature and installation details refer to Caw.weyerhaeuser.mm/woodproducWdocument-library. he product application, Input design leads, dimensions and support infortnabon have been provided by ForteWEB Software Operator ForteWEB Software OperMur ]cab Notes Dane Pollen BTL Engineering ("ly o7-1687 dane.Pollett@btleng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 34 / 97 1 F2.9 it F O R T E D MEMBER REPORT PASSED :;e F O R T E 03 MEMBER REPORT PASSED First Floor, 18-19 First Floor, 1B-20 (Left) 10eci s) 3 1/2' x 14' 1.55E TimberStriamW LSL 1 idiiil 6 3/4' x 21' 24F-V4 DF Glulam Overall Le•+gtR 27 ? 1/2" u c All Wcatsons a,e mean red frdn the outsK face of left Support (o, It- WnnleYef and). Ace tllme4KrOR5 am rb uh 1. Deden R=Ldta t AdW•Ltaaaan I MftWd I NOW LaF I Lath CAarebWbe(paOMn) Member ReKbon (Its) 77210 4' 2 3/4" l (SSO') Paced l"%) 1.0 D • 0,7S L • 0.75 5 (Ad] Spse) Shea bg) 46" O IT 11646 Paced " US 1.0 D a 0.75 L a 0.7S S AdJ 5P1m) Moment (Ft-Ibs) -11190 @ 18' 5 3/8" 25116 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Dell. (in) 0.104 @ 11' 3 9/16" 0.355 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in) 0.238 @ 11' 3 5/16" 0.711 Passed (L/717) 1.0 D + 0.75 L + 0.75 S (Alt Spans) • Deflection criteria: LL (4/480) and TL (1-/240). • Overhang deflection criteria: LL (2L/480) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 2]' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 27' o/c unless detailed otherwise. slop M I Fm*u Twit Wah ii- W101ba: AWOe4ap MAMMO Oa! : IM a119 Design Methodology: ASD Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor flue Snow Total 1 -Beam -SPF 5.50" 5.501, 5.19" 4604 1326 2830 8760 Blocking 2 - Beam - GLB 6.75" 6.75" 1 4.36" 5839 1798 3629 11266 None 3 - Hanger an 14" LSL beam 3.50" Hamel 1.50" 1040 539/-186 74fi 2325/ 186 See no@ r • Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material mat Is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Support Model Seat length Top Fasteners Face Fastertws Member Fasteners Aaessories 3- Face Mount Hanger HGU3.63/11-SDS 5.25" N/A 36-SD525212 24-SD525212 Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Cmpments 0- Self Weight(PtF) 0to 27' N/A 15.3 -- I - Uniform (PSF) 0 W 27 3 1/2" (Front) 1' 25.0 40.0 - 1st Floor (Full Length) 2 - Uniform (PSF) 0 to 4' (Front) 9' 15.0 - 25.0 Roof (Left) 3 - Uniform (PSF) D W 2T 3 1/2" (Front) 2' 25.0 40.0 - 2nd Floor (Full Length) 4 - Uniform (PLF) O W 2T 3 1/2" (Front) N/A 180.0 - - Wall (Full Length) 5 - Point (lb) 4' (Front) N/A 660 - 1100 Roof Girder 6 -Point (Ib) IS' (Front) N/A 660 - 1100 Raof Gider 7 - Uniform (PSF) 15'to 27' (From) 9' 15.0 - 25.0 Roof (Right) 8 - Uniform (PSF) 4'to 18' (From) T 15.0 - 25.0 Roof (Middle) ForteWEB Software Operator ]ob Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 36 / 97 Overall Lslgth: 18' S" AEEEEE%-i--- NI locations are n4a-,ad frc n VW outzde face of left Support (a It- cantllevef end). AL dinlen5.ort5 are nonfontal. lRasdta AdtIY laatlarr /IaawAA LLIrI[. lDf LAAt rArrrebrAtbs (pAtbrn) Lerexpj Mernber Reactgn (Ibs) 29013 O 3' 4 1/4' 372" (8.5177 Pasad (78%) 1.0 D • 1.0 L (N Spans) D ] Sh- tIftl L1826 O S S 11r 25D13 Pased (47%) LOD 1.0 D 4. 1.0 L AI (I] Pas Moment (Ft-Ibs) 38095 @ 11' 9 3/16" 95822 Passed (40%) 1.00 1.0 D + 1.0 L (Alt Spans) [1] Neg Moment (Ft-Ibs) -41672 @ 3' 4 1/4" 86220 Passed (48%) 1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) [1] Live Load Dell. (in) 0.068 @ 0 0.200 Passed (21-/999+) 1.0 D + 0.75 L + 0.75 S (Alt Spans) [1] Total Load Ell (in) 0.094 @ 0 0.335 Passed (21-/860) 1.0 D + 0.75 L + 0.75 S (Alt Spans) [1] • Deflection criteria: LL (4/480) and TL (L/240). • Overhang deflection criteria: LL (2L/0.2") and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 5" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' S" o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L = 12' 11'. • Critical negative moment adjusted by a volume factor of 0.98 that was calalated using length L = 11' 1 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based an NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor live Snow Total 1-Column Cap - steel 8.50" 8.50" 6.61" 15501 13511 4339 33351 Blocking 2-Column Cap - steel 5.50" 5.50" 2.79" 4178 8084/-791 -1267 12262/- 2058 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Llve Snow Vertical Loads Location (Side) I Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to is, 5" N/A 34.5 -- -- 1 - Uniform (PSF) 0 to 18' 5" (Front) 11' 6" 25.0 40.0 - 1st Floor 2 - Uniform (PSF) 0 to 18' 5" (Front) 13' 6" 25.0 40.0 - 2nd Floor 3 - Uniform (PUP) 0 to 185" (Front) N/A 90.0 - - Wall 4 - Point (lb) 13' (From) N/A 38 589/-28 -673 Linked tom: 16-17, Support z 5 - Point (Ib) 0 (Front) N/A 5839 1798 3629 Linked tom: 113-19, Support 2 s,.n.. F sllool rIM iWh OW mm"am luems. Design Methodology: ASD Weyerhaeuser Notes Weyerhaeuser warran6 that [he sizing of Rs products will be in accordance with Weyerhaeuser p"a"' design criteria and published design values. Weyerhaeuser expressly disclaims any other waranties related to the software. Use of this software is not intended to croumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are thud -party certified to sustainable forestry standards. Weyerhaeuser Engineered lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 antl/car tested in accordance with applicable ASTM standards. Far current code evaluation reports, Weyerhaeuser product literature and instillation details refer to www. Weyerhaeuser.mm/woodproducWdocument-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operal Job Nob Dane Pollen BTL Engineering (360)707-1687 dane.pollett@btleng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 38 / 97 1 F2.10 FORTE 0 ME r4 BE Fi R F 0')RT F-1 FlnOr, 1B-20 (Right) I piete(5) 6 314" x 21" 24F-V4 DF Glulam r All IoCivoom are measured Iran ttv outs oe face of left support (at it wnt ever end). Ale (fimc+mons are nor -tar. Claisill Results ACUW R L eNOee i maws FA-. . "W I Lent rgnabatbe Western) (aeapl Member Reaction (HIS) 16413 O 4' 24131 (5-%r Pied (76%) 1.0 D • LO L (AI Spans) [11 S)1aLf 1i 14351 0 2';t 2SO43 Plee♦sd I= 1.0 D � I,0 L Aa Spans [1] Pos Moment (Ft-Ibs) 86122 @ 10' 92034 Passed (94%) LOO 1.0 D + 1.0 L (All Spans) [1] Live Load Dell. (in) 0.342 @ 9' 119/16" 0.483 Passed (U678) 1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in) 0.610 @ 9' 11 3/8" 0.967 Passed (U380) 1.0 D + LO L (All Spans) [1] •ushattlDn anterec rL(L/-)Ina IL IL/t+u). • Top Edge Bracing (W): Top compression edge must be braced at 20' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.93 that was calculated using length L = 19' 4". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have Ifs strong laminations a[ the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (Ibs) Total Avatbble Required Dead Floor Live Snow Total Supports AcceSsodes 1-Column Cap - steel 5.50" 1.S0" 4.20" 3-1 IM- -348 1 18398/ Blacking 2- Column -SPF 5.50" 5.50" 3.56" 6550 9083 _I, 111531 Blocking 415 Dead I Floor Llve Snow Vertical Loads Location (Side) Tributary Width 1 (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to 20' N/A 34.5 -- -- 1 - Uniform (PSF) 0 to 16' (Front) 11' 6" 25.0 40.0 - 1st Floor 2 - Uniform (PSF) 0 to 16(Frdx) 13' 6" 25.0 40.0 - 2nd Floor 3 - Uniform (PLF) 0 to 16' (Front) N/A 180.0 - - Wall 4 - Point (lb) 10' (Front) N/A 33 589/-28 -682 Linked tom: IB-18, support z 5- Uniform (PLF) 16'. 20'(Front) N/A 295.5 66B.3/-81.0 -20.3 Linked from: 1J-08, Support 2 PASSED '••FORTE 03 MEMBER REPORT First Floor, 18-21 1 p)ece(s) 5 1/4" x 14' 2.0E ParallamB PSL Syden "o- Meeee Trpt kaaer, peen RDbrg use! Ralderon Ami g ade t cm am, Design Methodology: ASD Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties elated to the software. Use of this software is not intended to circumvent the need fora design professional as determined by meal having jurisdiction. The designer of record, builder d flamer is esponsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at se Veyerhaeur facilities are thirdparty certifed to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and SR-1387 Intl/or tested in accordance with applicable ASTM standards. For anent code evaluation reports, Weyerhaeuser product literature and installation details refer to -.weyerhaeuser.mm/waodpraduc W document -library. -he product application, input design loads, dimensions and support information have been provided by FoitsWEB Software Operator Ff41a1MiY iplbeare00arber M----- DarR Pal t HR l 7Bent 1WI tip nAf AnedarDYabgaM 'f1j v,i1.UMBF Nle21P t+TIARrF R:-vC�li 4an.i r 6/ 13/2019 5:48:02 PM UTC FoneWEB v2.1, Ertgme: V7.3.2.309, Data V7.2.0.2 File Name: Paradise B Page 40 / 97 rJvlfal ted9tll: 1st J r MI locatrmts are massured frvn Ill bul face of left support (at ItR wotlkver end). AA dimens,o,di are noi,a ill Dedin R=Ldb AAOef R Laouae Auto" I Rain. LISP Leant rawAkAtbn [pan") Mpnper Reaction (Rd 25743 0 3' 6' 10809 0 1' I? 26775 (1200') Passed 196%) 1.0 D • 0.75 L • 0.75 S IAa Spars) pless,tr jil 163Q Paved (66%) 1.15 1.0 D + O.7S L+0.75 S (A6 Spare) Martel (Fobs) -362t6 O 3' 6' 46Rs4 Paved (77%) 1.15 1.0 D + 0.7S L ♦ 0.75 5 (Ai Spans) llvr! (nW Dell. (In) 0.19000 0.200 Pleased (2U442) 1.0 D + 0,7S L , 033 s tM Spars) Total Load Deflection .07" @ 0 .15" Passed 1.00+0.75 L t 0.75 S (AR Spur) • wlecedn stare; U. (Lt4 ) and TL MM). • Ovelemg dlbti n crane•. Lit (2UO.T) end TL (WWI • Tod Pledge Snag 1LeI: Top mnereldi edge ml8 W saoW at 1T It- da wets dd W %anaMie. • golden, Edo Ltog (Ll.): Nader wnP- ddp cord brRlnd el IT 11' Nc aA6adfYfed simrrrlre. -appals Leesville Slylpeles Tabu Aaarb Ratpen•1 L..&@Ds vwuc►) 1 vAa•vW Rr 4r w I -stu-- W iz-ow 12.00' 11 ri el¢ktry 2 SNal rwa SR 5.50' a.IS l+r 7a)S 5098/906 MI•d12 IQ$ I IN -Rite Boed • BoDsg parrah are anunMd m or, nr Laada aPOW drtcV, above dre+n lend tee full pond a aW id t0 the membi btsy MWrrd Vertlol L1s i LastlmtiMal TrRldarr9RAb skilled (0.90) Lloer U. (L•00) 2- 0.310 CddvlveA 0-so olt(Wepa(tef) 1-BR) _ bro LT 103/4- 11/4-(Tell) WA _ WA 21D M01 - - Lill YW 10.19, SAW 2 llieme(RFl 0b14'fTbDl WA ea1.0 9413 993 Ici-m su"MI sVOelx , f4pd Mllelbel ripe Ptah r am" IM: AaYOeod Pi-O titre :tat 2015 Disks Notedil pe:AM Ngwb- esre is 0W Ite Wwq of fh godless M W in ecgordes inter WMdrwO i er Pdeal neeO and WWie Ed design va4as WMfrOOW a•r OOil a'ms arriv ~ oonantles trblq b M fRage. llaa el ion salbtele b mle-iddbddelgem rrem tar a -W Ptnd+ad ds9emned by the auoxaq Leong 10 .W-. The ddYLrRe of read, binefs or Ours e tyeel0le IDYsaa Mel de adNation a arise ids, w r Oe fMwaaWillelAntiques (Item bleed. Soong Fees aria Sgwdi Bodal se ref A eeBlsd A tNs se11Mel. Pruaicd marwdrpued l moleo ns: hAebart DL100arN ceteed b v0rrieae foarsr dardrm Weterusauss F+prvato Wive prddx6 here clean w'eaed A IQ l3 urge enwwlen repdd FA• I IS) ant ftal•Du7 1gI/e egad el -WOMph fd'OI ASTM "IdeaA For cave red! era4atdn reports, WaRrbanas predict Nnitde W -1 else deed refs to RResill RgIdL000ime046 y hail faodld olldaOaAlA N PA dta W bleat dmeWee and cWW MmstY i core beer nwidad in fe fifth" Sefb we Colwell Fortl Software Operator Lnb Notes Dane Pollen BTL Engineering (360)]07-1687 dane.posett@btleng.net SlhtdauNf iO4B1aY ant W n4 Aalt-d- 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 41 / 97 1 F2.11 Lw F O R T E D MEMBER REPORT First Floor, IB-22 1 piece(s) 5 112" It 21" 24F-V4 OF Glulam d MI IOCatIm are m0ti Ill tv mull face of left wppdvl (a 4St WnnllVer Mud). M ill-- are rpn20rNa1. I RtlWR AweeteLopmenn j "OWN OWN Ulf I Leek eAleaNAOM EFedlt) Member Reactor, (Ibs) I NA9 @ 16 1 1/2- 214SO (6.007 Paslad IV%) - 11.0 D . 0.75 L. 0.75 S IAe sports) f 51rmr till IM16 ! le' 2" 2Dg5 Pa1w0 (67%) 1.00 1.0 D 4 1.0 L AN Stuns Pos Moment (Ft-Ibs) 70437 @ 8' 6" = Passed (90%) LOO 1.0 D + 1.0 L (All Spans) Live Load Dell. (in) 0.206 @ 8' 3 3/16" 0.525 Passed (L/920) 1.0 D + 6.75 L + 0.75 5 (All Spans) Total Load Defl. (in) 0.428 @ 8' 3 3/16" 0.788 Passed (L/441) 1.0 D + 0.75 L + 0.75 5 (All Spans) • . u (yseu) ana I L (ytau). • Top Edge Bracing (Lu): Top compression edge must be braced at 166" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be bmcoi at 16' 6" o/c unless detailed otherwise. • Cmicel positive moment adjusted by a volume factor of 0.97 that was calculated using length L = 15' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) -rles Totol Avaimble Required Dead Floor Live Snow Total 1-Trimmer-SPF 6.00" 6.00" 4.84" 9057 6949 1 4042 1 20048 None 2-Trimmer-SPF 6.00" 6.00" 4.94" 9267 8133 1 3070 1 20470 IN.. Dead Floor Live Snow Vertical Loads Location (Sil I Tributary Width (0.90) (1.00) (1.15) Oomments 0-self wow(PU) 0.16'6 R!A 2e1 - - 1- Point (6) Its, %!A 207I I= lit Inttd tow lNO. 5rp0e•t 1 i - ulaldm• All 1st m IV ii, rya Me 10611S 931 uAw froth llm' Lnnpprl 1 3 Metal n(M Dmx 6- WA li 7s50 1.7a Unh"d AOe Support 1 4 - Undama 11'LFl s V an 14' W. 11111110 941.3 9e.1 I -ad hoer 1.'W, L _ uaxoet l PASSED +'I F O R T E MEMBER REPORT First Floor, 18 23 1 piece(s) 7" x 14" 2.0E ParallarrA PSL 9fsslrr War cremes IM hvdder Badr'9 use - Ross noa. aleekp Cane 1IK lexs Design Methodology: ASD All WAMNuts ferarhseee muses Utt the sON of 6 peemau ra ee ern aicand- win W[pNarl ph- oesou cm_ end wMYeV oogr wil Weleranur vryesw dodo- - calm --tie, !illGl m ee mllrhwe U. of bus trrtwae d M a ull 10 aOrma•A the nerd N e del pdesttrrd as thee metd q mr aAncvly hevwl ev1•dldrpn. The deeprtf d mina. Dann a Dann a aprrpre m enue nut loin ikW.%con n rc••NMt4 w11n Ne wa+aX prdlRt AtAVPti+(Ron IWd. ab+9 Prue! oed • he tllon" re Ia i-did 01' h wrlMa Rvlud' niii evrb at Mltlrrr+der ItObs re Beth a l rM.1 5 to .rdtvneple a` suedbnL we,emmm Ergnmed lerdc I.ay,ttf bare peen erruted Ot ft nal Iader L1W Won reports FSR-t t53.ra E9l-tab Id/a eueed m am1ar11rrAtr aodloaa sitar prear�x fv Nran man e+easxuen nova WeMaeers<. solo nrva0ae ant vtfaermn orals rider to, mw.twr+lra..caNtwmprdau .�•+avument-lurary he Poll apLdmR input deal Lads, danemnn and w4p on avanlallpn haw nv1 Wavelet In RVailil Solbvee Operabv IattWO e0lpwart000MM btu reeet BR Enge-170-1 7 Owl0)-1NT Omriaan1i01Mgne �Y/SlAAOMYl fOpPSlpy laTU1M a(yt4tsnsseT 6/ 13F2019 5:48:02 PM UTC ForteVii v2.1, Engine: V7.3.2.309. Data: V7.2.0.2 Flle Name: Paradise B Page 42 / 97 Overact length: 20- M Ail locations a:e measure0 Iran the oumda lace of left support (a kR wnnlerer end). AS Olme,srorn are hic,-tar. lResil AC&OU • LOOOM ADWAd I PA.0 LOP Iaelt p'aalarefbe (horn) Member Reaction (01s) 12M i 4' 2 374" 16W (SSIn Passed (73%) 1.0 D . 0.75 L . 0.75 51Ali Sparta) Sbbr it Will !2'10" 21789 Paced 42% 1.15 1.0 D. 1.05 (AS Spam) Moment (Ft-Ibs) -29270 @ 4' 2 3/4" 62472 Passed (47%) 1.15 1.0 D + 1.0 5 (All spans) Live Load Dell. (in) 0.254 @ 0 0.282 Passed (2L/400) 1.0 D + 1.0 5 (AII Spans) Total Load Deft. (in) 0.421 @ 0 0.423 Passed (2L/240) 1.0 D + 1.0 5 (AII Spans) •Lienecalm ontere: u (yseu) ana I L (L/tau). • Overhang deflection criteria: U (2L/360) and TL (24/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 19' 9" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 9" o/c unless detailed otherwise. • Member should be side -loaded from both sides of the member or bmced to prevent rotation. Supports Bearing Length Loads to Supports (III) Acreswrles Total Available Regulred Dead Floor Live Snow Total I -Stud wall -SPF 5.50" 5,50" 4.04" 1 5754 1 2295 6043 14092 Blocking 2 -Hanger on 14" SPF beam 3.50" Harper' 1.50" 7 983/-211 -1046 990/ 1257 See note' . wwuuy ra'a me aaauuicu w uuy uu iuuu> appncu uuauy auuvc uiau auu sic .... iunu is "ll.w. I` sic-1-1 ucvyucu. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirement. Connector: Simpson Strong -Tie -mbe Thpt RNlow nndrq We s 44000011 1Vade9 Owe t 1K alas. Design Methodology: ASD -Mount Hanger HU4a0-2 Sea"0 ngth Top FN/steners Face18alstemrs Memb 8- Od teners �� Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Commends 0 - Self Weight (PLF) 0 to 19' 8 112" N/A 30.7 -- -- I - Un'dorm (PSF) 0 to 20' (Frain) T 25.0 40.0 - Residential - Living Areas 2 - Point (Ill I' (Front) N/A 3759 904 4897 2B-07 3 - Uniform (PSF) 0 to I' (Front) 4' 15.0 - 25.0 Low Roof (tun ervative) 4 - Point (PLF) 1st' (Front) 13' 6" 25.0 40.0 - 2nd Floor Veyerhaeuser Notes Ieyerhaeuser wartant that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties dated to the software. Use of this software is not intended to drmmvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder a framer is sponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at leyerha,user facilities are third -parry certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Produds have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-138 id/ortested in accordance with applicable ASrM standards. For anent code evaluation report, Weyerhaeuser product literature and installation details refer to caw.weyerhaeuser.mm/woodproducWdocument-library. he product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Forlbal software Operator Job Notes Dane Idlett BTL Engineering (360)707-1687 dane.pollett@bdeng.net 6/13/2019 5:48:02 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Paradise B Page 43 / 97 1 F2.12