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20002 Birkby Calculations Final_signed[][]NANCY H. DEVINE, P.E. S T R U C T U R A L E N G I N E E R 17165 NE 5TH ST, BELLEVUE, WA 98008 206-755-2950 NHDEVINEPE@GMAIL.COM Structural Engineering for Birkby Residence Addition 839 Cary Road Edmonds, Washington Prepared for: DANIEL G. WELLER Building Designer 17713 15th Avenue NE Shoreline, Washington 98155 (206) 851-1182 Prepared by: NANCY H. DEVINE, P.E. Licensed Structural Engineer 17165 NE 5th Street Bellevue, Washington 98008-4105 nhdevinepe@gmail.com (206) 755-2950 Digitally signed by Nancy H. Devine Date: 2020.07.16 21:42:40-0700' 20002.01 July 11, 2020 [][]NANCY H. DEVINE, P.E. S T R U C T U R A L E N G I N E E R 17165 NE 5TH ST, BELLEVUE, WA 98008 206-755-2950 NHDEVINEPE@GMAIL.COM Project Name: Birkby Residence Addition Project Number: 20002.01 Jurisdiction: City of Edmonds Code: 2015 IBC Design by: NHD Date: 3/20/2020 Page: 1/_ Wind: ASCE 7-10 Envelope Procedure (Chapter 28 Part 2) Risk Category II (Table 1.5-1) Basic Wind Speed = 110 mph (Ultimate) Exposure "C" KZt = 1.00 (bottom half of hill) Load Combination for lateral wind loads: D + 0.6W (IBC Eqn 16-12) 0.6D + 0.6W (IBC Eqn 16-15) Seismic: Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems (ASCE 7-10 12.14) Site Class: Site Coefficient (Fa): Risk Category: R: Spectral Accel (Ss): Design Spectral Accel (Sos) Seismic Design Category: F: D 1.00Table 11.4-1 (interpolated) 11 (Table 1.5-1) 6.5 Table 12.14-1 1.276g 0.85g D Table 11.6-1 1.1 Section 12.14.8.1 for 2 story building V — F R°S (Eqn. 12.14-11) Load Combination for lateral seismic loads: (1.0 + 0.14Sos)D + 0.7QE (ASCE 7-10 12.14.3.1.3.5 ASD) (0.6 — 0. 14Sos)D + 0.7QE (ASCE 7-10 12.14.3.1.3.8 ASD) Duration of load factor for wood design is 1.6 per NDS-2012 Table 2.3.2. Floor framing is assumed to be either manufactured 1-joists or solid sawn lumber. [][]NANCY H. DEVINE, P.E. S T R U C T U R A L E N G I N E E R 17165 NE 5TH ST, BELLEVUE, WA 98008 206-755-2950 NHDEVINEPE@GMAIL.COM Project Name: Birkby Residence Addition Project Number: 20002.01 Gravity Loads: Dead Loads: Roof Dead Load 15 psf Floor Dead Load 15 psf Walls 10 psf Use 6 psf of floor area for roof seismic Use 12 psf of floor area for floor seismic (Assumed values for conventional framing) Live Loads: Snow Load 25 psf Residential Floor 40 psf Residential Deck/Balcony 60 psf Design by: NHD Date: 3/20/2020 Page: 2/_ 3/18/2020 U.S. Seismic Design Maps �GNEf S OSHPD U®O Birkby Residence Addition 20002.01 839 Cary Rd, Edmonds, WA 98020, USA Latitude, Longitude: 47.8197617,-122.3750944 Melody:Ln— CO 7 C ro z m 3 Go gle Map data (02020 Date 3/18/2020, 8:25:59 PM Design Code Reference Document ASCE7-10 Risk Category II Site Class D - Stiff Soil Type Value Description SS 1.276 MCER ground motion. (for 0.2 second period) S, 0.5 MCER ground motion. (for 1.0s period) SMS 1.276 Site -modified spectral acceleration value SM1 0.75 Site -modified spectral acceleration value SUS 0.85 Numeric seismic design value at 0.2 second SA SDI 0.5 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.518 MCER peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.518 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.276 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.299 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.57 Factored deterministic acceleration value. (0.2 second) S1 RT 0.5 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.527 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.625 Factored deterministic acceleration value. (1.0 second) PGAd 0.605 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.982 Mapped value of the risk coefficient at short periods https://seismicmaps.org 1 /3 EIE]NANCY H. DEVINE, P.E. EJ[-] S T R U C T U R A L E N G I N E E R 17165 NE 5TH ST, BELLEVUE, WA 98008 206-755-2950 NHDEVINEPE@GMAIL.COM Project Name: Birkby Residence Addition Design by: NHD Project Number: 20002.01 Date: 3/20/2020 Page: / 2012 IBC Envelope Procedure for Enclosed Simple Diaphragm Low -Rise Buildings (ASCE 7-10 Ch. 28 Part 2) Basic Wind Speed--V 110 mph Risk Category II Exposure C Roof Pitch 7 :12 Eave Height 17 ft Roof Height 29 ft Mean Roof Height--h 23.00 ft Height and Exposure Adjustment Coefficient --a, 1.33 Least Horizontal Dimension 36 ft The lesser of 10% of least horizontal dimension or 0.4h, but not less than 4% of a = 3.60 ft the least horizontal dimension or 3 ft 2a = 7.2 ft Pressure Coefficients From Table 28.6-1--ps3o Case 1 Case 2 Zone A 21.6 21.6 Zone B 14.8 14.8 Horizontal Pressures Zone C 17.2 17.2 Zone D 11.8 11.8 Zone E 1.7 8.3 Zone F -13.1 -6.5 Vertical Pressures Zone G 0.6 7.2 Zone H -11.3 -4.6 Zone EoH -7.6 -7.6 Zone GoH -8 7 -8 7 Overhangs Ps = k Ps30 Case 1 Case 2 28.6 28.6 psf 19.6 19.6 psf 22.8 22.8 psf 15.6 15.6 psf 2.3 11.0 psf -17.4 -8.6 psf 0.8 9.5 psf -15.0 -6.1 psf -10.1 -10.1 psf -11.5 -11.5 psf Average Zone A&C 25.7 psf NANCY H. DEVINE, P.E. STRUCTURAL ENGINEER 17165 NE 5TH STREET, BELLEVUE, WA 98008 206-755-950 NHDEVINEPE@GMAIL.COM Job Name: S+� �S A-dj n 9.1-ly By: 9" Job Number: ZeOn2 per- Date: L--2.r{-2ozo Sheet: / 1:111 NANCY H. DEVINE, P.E. �� STRUCTURAL ENGINEER 17165 NE 5TH STREET, BELLEVUE, WA 98008 206-755-950 NHDEVINEPE@GMAIL.COM Job Name: _.itk�bv, . Job Number: 7.ee Z.Qi BY: LPL_ Date: Sheet: / C20•�`2 5)(ti�� ff-a►' urr, r Imer lcw,4s — --D c4te-d, Laww [Ov4 " J c °`) [Nok: no c,p*,, -b l 41-rXill [o S i t �` (,� (�•S`) = 33® -Z --''Fv-- aa-'ekni S Wait $ — Y-,& '� a,Je rc�lalc" 6-3 rAZAAJ watq 4j-- 2l 2- PI4 E\N::&Il [4 = o c6) _ p•3 I oo�l���10,5�� tgcvo m MATCH E%15ING C OMPOsITON --- Ro NG MATCH E""' METAL COTTER$ MATCH EXISTNG Ix CEDAR TRIM ---- AT CC4NER5 AND OPENINGS MATCH EY UNG ----- BEVEL SIDING ENSTING AND FIN15H GRADE L� E e v a t '10 1 wa,t C s w\, I I I I I _ I REMOVE E%ISnN(. FIREPLACE. MATCH E%1s— r —� SIDING f I I I EMISTING HpJX 1 See following page Eas � ,,.-t Elevation � 6 `� � �' �' �`�` �`�A r°�v w .,, See previous page for shear walls at front of garage North Elevation Shear Wall Schedule Label APA Rated [1][2][4][12][13] Sheathing Nail Size &Spacing @ Edges [4][5] Stud & Blocking Size @ Adjoining Edges [3][6][141 Rim Joist or block connection to top plate [7][8] 2 X Bottom Plate AttachmentAnchor Sill Plate Attachment PLF Capacity Bolt to Concrete Below [10][15][161 Sill Plate Size @ Foundation [11] Nailing To Wood Below [9] W6 15/32" one side 0.131x2-1/2 @ 6"0.C. 2X Clip @ 22" O.C. 0.148x3-1/4" @ 8"O.C. 5/8" @ 48" O.C. 2X 242 - OA 5/8" @ 16" O.C. 2X Required Notes [1] Install panels either horizontally or vertically [2] Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the opposite sides are not located on the same studs. [3] Blocking is required at all panel edges [4] Provide shear wall sheathing and nailing for the entire length of the walls indicated on the plans. Ends of full height walls are designated by exterior of the building, corridors, windows, or doorways or as designated on plans. See plans for holddown requirments. [5] Sheathing edge nailing is required at all holdown posts. Edge nailing also required to each stud used in built-up holdown posts. [6] Intermediate framing to be with 2x minimum members. Field nailing 12" O.C. [7] Based on 0.131 x 1-1/2" long nails used to attach framing clips directly to framing. Use 0.131 x 2-1/2" nails where installed over sheathing [8] Framing clips: A35 or LTP5 or approved equivalent [9] Where plate attachment specifies (2) rows of nails, provide double joist, rim or equal. Attach per details. [10] Anchor bolts shall be provided with steel plate washers 0.229"x3" xY. Embed anchor bolts 7" minimum into the concrete. [11] Pressure treated material can cause excessive corrosion in the fasteners. Provide hot -dipped zinc -coated galvanized (electro-plating is not acceptable) or stainless steel nails and connector plates (framing angles, etc.) for all connectors in contact with pressure treated framing members. [12] 7/16" APA rated sheathing (OSB) may be used in place of 15/32" sheathing provided that all studs are spaced at 16" O.C. [13] Where wood sheathing (W) is applied over gypsum sheathing (G), contact the engineer of record for alternate nailing requirements. [14] At adjoining panel edges, (2) 2x studs nailed together maybe used in place of a single 3x stud. Double 2x studs shall be connected together by nailing the studs together with 3" long nails of the same spacing and diameter as the plate nailing. [15] Contact the engineer of record for adhesive or expansion bolt alternatives to cast -in -place anchor bolts. (special inspection may be required) [16] Simpson MASA mudsill anchors may be used in place of 5/8" diameter anchor bolts. If 2x plates are used, MASA is a direct replacement at the spacing listed in the shear wall table. For 3x plates, contact engineer. 0 0 a a W C FrarY-,ing Note I) ALL NEW ROOF FRAMING TO BE PRE-ENGINEERED ROOF TRUSSES AT 24- CC , UNLESS OTHERINSC NOTED. 2.) ALL EXTERIOR OPENINGS `.MALL HA%f, AXB HF 40.2 HEADERS, UNLE55 OTHERWSE NOTED a) ALL BOOR JC45TS TO BE 2+IO HP NO AT 16' 0C._ UNLESS OTHERWSE NOTED. A_) 0.LL SHADED AREAS SHALL BE 2.4 Hc' NU 2 BACNFRAMINC AT 24" O.C. ROOF DIAPHRAGM: FLOOR DIAPHRAGM: 15/32- EXPOSURE I APA RATED SHE—INC. 3/4" EXPOSURE I APA RATED UNBLOCKED. •ITH Bd NAILS AT 6" O_C. AT SHEATHING, UN%OCKEO, WTH SUPPORTED PANEL EDGES AND BA NAILS 10d NAILS AT 6" OC. AT SUP - AT 12" D.C. AT FIELD. PWTEO PANEL EDGES AND IOd NAILS AT 10' OC. AT FIELD, rJpper Roof r raminc) SCALE. I,A"eP_D" BEARING WAIL ( _ 6E 4(6NG LL ELEVAdOR HIP NASTEA_7r� _ _ I Noc�vtG��s .,Ilea corner no 1yrov;iI or ` 4-C41 loan IWIpAS. eia� H .I em HITNOT fs) x.B _ LJ t7)+ — I Pr R.o. MN FOJi.) < � 1 I I 7 4TR I t7u�t I/r+ �iY T`A7�I N'1 I tlu'I I I �Stli .I II 13 3 `910 Emr. wo JST. AT 16'QC. �mc xP 1 �sl -� ileiI SI II e.1O_ AM � RIOCE P I S' I I jje51 I ER6T. 2.10 JET. AT IF O.r IL„ a.e NF Nat III i II it I I A - I _ EXISTING IRI/SS� Y a i N tl � g $ 'Sa i _ _ fF.I/RFIC NNl �G If E in O�No.,I P`LU93�iRA�NE�� 2.OE L BEMINC 'MILL — — Gower RooVUp er _ °`�" Floor Framing Ian SCALE, III -I -W 56-ar We1� �1��y [t1$TN� EY6RNG THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SALE S1UOS. Ito (&T1 a m B , v NLL/ e�11 N0.1 8.12 OF NM1 OF FULL HETCIIT WALLS APE DESOLATED BY EXTUNM OF THE BIALCIND, (LMOVLA -,Jail, rqTIL* GTR* BULT-IP HLLDOW POSTS IMLS WERE NSTALLED OLPR SHEANPIC. 11E CpIQE,E. GTR= 6;,f Tru45 Rut,'Kon D OALI ZED O ECMO-P ATM IS NOT XOCEOTABLE) OR STAINLESS STEEL Nlis MID 0 'ACED AT it O.C.. �jTRTk=Y GArrLb'Gx s'n� / MATE NNUNS REI CONNECTS. �r uM ��(I ppBRNG v qj OF NO.7JEWS-MG 1N0.2 Y il{OS WAY a CONNECTED „xE,HER BY NMU«c NE S1UO5 TO4T:,,ER J Iat1 D: N0.1 LTS. (SPLCUL INSPECTION MAY BE HEWRED). C) X�i HF N .2 1XE 0 HF 0.2 E1 NO.2 NEW axt0 HF Nary r- - "J1-1 NEW 4x10 HF NO.2 -� 1,tl U. id,I � 1sxt45 � 4-r�pr�s � s='4�rt �='1='C'1='tr=t�9 tJ � I -el I�R I - .' -'i"=i Pw•-.P-i—.—,- I -el tr =::-;r I --( L J I L J L J LrJ L J L J L J I I EIISRNG 1 I Na.E m I I I I I I I'ol I I 14 I Ii I I I l s. OPI h � FT N f I I I I I I I I I 1 I I I I I I I I I I tI e I ]) N0. NYINO F S MLLItE%I _ _ _ _ _ _ _ TI rC: ------ — _ — — F.C. — D END 01 ii2' M I MN. DO'xt6 41A I ISPAEE AO ESS I K� I I I I I FlEl L(3) t6 BCPktONOEoCAFOUTENOAAON AENfS I /a'xl � sdENS AOJ T JOST ( I I ( 6 I I OtE, I I ( I I y r« r r -i I 1 BLAPc 6 AIE VAPpI I ONATTCRAW S CE ------J�J LJ LJ LJ L..L I J I I ENSTMc CONCRETE FOINOATON TO AMAIN: I r -, r 1 P' COAOIEIE WALL ON 16'.N' CONCRETE FOMNG L°J Lq" r r_� r-I r_I r LJ LJ LJ �J L I —_ wlL POSTS r-I J L r-, LJ r�_ LiJ L!J r-, r� —L~J — L J—LaJ rJ rJ _ - L J�R�N� I J I 1TNpEgL�WuNµJ� PB NF1NpQ�, FOSE=!.J� '(- -I - VO Ii['li Np,l-��1�'fI V r /�"-8 HF mN0.JtQPr�B[�E N0.4 P!k. I I I NI1N EA NAr L_J fa) BNiS, L_J B♦S�ta TnppZt Pp�S{S r1TSP,/" PWSaNM IRO��BM4 �(��� {w�ew�.. 1�NL I (J) II I I L�J L� f-------------I I LJ I L —��— ------J r❑J -i L 0RILL PM, AND EPOPT - (�) N0.4 BARS NNT0 ETISOnc _OADON I' ON - Foundation Plan .CON`o :�"' SCALE: -IB — 214$* L✓ tuf4',4-r4il;✓ a' CONCRETE SLAB ON P Yl BLACK VAPOR BARRIER ON a' Ra CEM SAND OR GRAVEL Clipped corner: - Deck framing same as without clipped corner - Perimeter beam to be 4x10 #2 H F 4x4 HF N0.2 PO WITH r— NEW 4x10 HF NO.2 r— r— PBS44 ZINC, 44 ZINC (TYP) 6 6.. o 0 24 x2a 1 C NCR TE AD \ TH 3) 0.4 BAR , E CH AY 18"x 'x12" qONCRETE PA � t0 T PIC L THIS EAM LIN WITH (2) N0.f BA S, ACH WA ( SE PCZ , P S4) TYPI AL HIS BEA LI E �_ _ (US LP( Z4, P_BS 4) _ 4x10 HI NO 2 DTI �r LiJ.j jjJ I 6'}C" I L� z' J I o l l d )LL PIN AN EPDXY I Nb.4 �AR INTb I -- 2. 6" NOTE: MIN. 30x18' C R A x� FIELD LOCATE (3) 16"x8" ISPACE AICCE$S f'O i� 6 I I I SCREENED FOUNDATION VENTS NOTE: io BLACK 6 MIL VAPOR BARRIER OUTCRAWL SPACE II I � ELE14(c w Footing detail at new shear wall JOB SUMMARY REPORT ' 20002 Birkby Q Roof Member Name Results Current Solution Comments A IPassed 1 piece(s) 4 x 10 Hem -Fir No. 2 Upper Floor Member Name Results Current Solution Comments 1 Passed 1 piece(s) 2 x 10 Hem -Fir No. 2 2 Passed 2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL 3 Passed 1 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL @ 16" OC 5 Passed - X - C 7 Passed W12x22 Note 3 8 Passed W14x22 Note 2 9 Passed W14x26 Note 2 16 17 Passed X 18 Passed 1 piece(s) 3 1/2" x 11 1/4" 2.0E Parallam@ PSL Note 7 20 Passed 1 piece(s) 4 x 10 Hem -Fir No. 2 Main Floor Member Name Results Current Solution lComments 22 Ipassed 1 1 piece(s) 4 x 8 Hem -Fir No. 2 1 Note 6 Provide (2) 2x studs minimum bearing at each beam unless noted otherwise. 23: 2x8 #2 H F @ 16" OC Use Simpson (no other brand hardware approved) U hangers for all joists. 24: 4x10 #2 HF 28: 4x10 #2 HF Notes: 2. Steel beam Fy=50ksi. 4x6 or 6x6 #1 HF post with steel beam connection per detail 3. Steel beam Fy=50 ksi. Steel beam to steel beam connection per detail 6.4x4 #2 HF posts with Simpson LPC4Z post to beam connection; 6x6 #1 HF posts at ends 7.6x6 #1 HF post at beam 17, 18 junction; provide Simpson CCQ column cap Foundations: Assume 1500 psf bearing capacity Existing foundations ok for new loads except as noted below. Beam 22: End footings (support beam 22 and beams 8 or 9): 36"x36"x10" footing with (4) #4 EW; Use Simpson PBS66 post base Typical footings: (Beams 22 and 24) 24"x24"x8" footing with (3) #4 EW; Use Simpson PBS post base Beam 17, 18 junction: 30"x30"x10" footing with (4) #4 EW; Use Simpson PBS66 post base ForteWEB Software Operator Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4 Weyerhaeuser File Name: 20002 Birkby v2 Page 1 / 24 a" O R T CM MEMBER REPORT PASSED Roof, A 1 piece(s) 4 x 10 Hem -Fir No. 2 Overall Length: 13' 5" L 12' 6" L 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1431 @ 4" 7796 (5.50") Passed (18%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1126 @ 1' 2 3/4" 3723 Passed (30%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3680 @ 5' 11 7/16" 4879 Passed (75%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.211 @ 6' 6 5/16" 0.637 Passed (L/725) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.354 @ 6' 6 3/8" 0.850 Passed (L/432) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Top Edge Bracing (Lu): Top compression edge must be braced at 13' 5" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 5" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - SPF 5.50" 5.50" 1.50" 571 688 860 2119 Blocking 2 - Stud wall - SPF 5.50" 5.50" 1 1.50" 368 417 521 1306 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Vertical Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 1T S" N/A 8.2 1 - Uniform (PSF) 5' to 13' 5" (Front) 1' 15.0 20.0 25.0 Default Load 2 - Uniform (PSF) 0 to 5' (Front) 2' 15.0 20.0 25.0 3 - Uniform (PSF) 0 to 5' (Back) 4' 15.0 20.0 25.0 4 - Tapered (PSF) 5' to 13' 5" (Back) 4' to 0 15.0 20.0 25.0 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes 1 ■ 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 2 / 24 a" O R T CM MEMBER REPORT PASSED Upper Floor, 1 1 piece(s) 2 x 10 Hem -Fir No. 2 Overall Length: 4' 7" PIMO J i I 4' 11 ❑2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1030 @ 2" 1367 (2.25") Passed (75%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 579 @ 1' 3/4" 1388 Passed (42%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1063 @ 213 1/2" 1667 Passed (64%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.019 @ 2' 3 1/2" 0.106 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.027 @ 2' 3 1/2" 0.213 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 4' S" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 5" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 3.50" 2.25" 1.70" 300 779 1079 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1 1.70" 300 779 1079 1 1/4" Rim Board • KIM esoaro is assumea to carry au ioaas appuea aireary aoove a, Dypassmg me memoer Demg oesignea. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 4' 5 3/4" N/A 3.5 1 - Uniform (PSF) 0 to 4' 7" (Top) 8' 6" 15.0 40.0 Default Load System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 3 / 24 a" O R T CM MEMBER REPORT PASSED Upper Floor, 2 2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL Overall Length: 9' 11" F11000 � i All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2849 @ 4" 6322 (4.25") Passed (45%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2189 @ 1' 2 3/4" 6151 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 6278 @ 4' 11 1/2" 11204 Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.166 @ 4' 11 1/2" 0.231 Passed (L/669) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.232 @ 4' 11 1/2" 0.463 Passed (L/479) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 9' 9" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 9" o/c based on loads applied, 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" 1.92" 827 2083 2910 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 1 1.92" 827 2083 2910 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 9' 9 3/4" N/A 9.4 1 - Uniform (PSF) 0 to 9' 11" (Top) 10' 6" 15.0 40.0 Default Load System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 4 / 24 a" O R T CM MEMBER REPORT PASSED Upper Floor, 3 1 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL @ 16" OC Overall Length: 15' 11" I 15' d" 11 ❑2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 576 @ 2 1/2" 1673 (2.25") Passed (34%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 506 @ 1' 3/4" 3076 Passed (16%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2202 @ 7' 11 1/2" 5826 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.275 @ 7' 11 1/2" 0.387 Passed (L/675) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.379 @ 7' 11 1/2" 1 0.775 1 Passed (L/491) 1 1.0 D + 1.0 L (All Spans) TJ-Pro'"" Rating 38 1 35 1 Passed I -- • Deflection criteria: LL (L/480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 15' 9" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 9" o/c based on loads applied, 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 analysis 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-ProT`° Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 3.50" 2.25" 1.50" 159 424 583 1 1/4" Rim Board 2 - Plate on steel - SPF 3.50" 2.25" 1 1.50" 159 424 583 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 15' 11" 16" 15.0 40.0 Default Load Notes System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wGodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 5 / 24 a" O R T CM MEMBER REPORT PASSED Upper Floor, 5 1 piece(s) 5 1/4" x 9 1/4" 2.0E Parallam@ PSL Overall Length: 16' 6" J U 16' L 1I ❑2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1280 @ 1 1/2" 9844 (3.00") Passed (13%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1122 @ 1' 1/4" 10797 Passed (10%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 5122 @ 8' 3" 21417 Passed (24%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.205 @ 8' 3" 0.325 Passed (L/951) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1 0.364 @ 8' 3" 0.813 Passed (L/536) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 16' 6" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 6" o/c based on loads applied, unless detailed otherwise. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Trimmer - SPF 3.00" 3.00" 1.50" 558 578 722 1858 None 2 - Trimmer - SPF 3.00" 3.00" 1.50" 558 578 722 1858 None Vertical Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 16' 6" N/A 15.2 1 - Uniform (PSF) 0 to 166" 3' 6" 15.0 20.0 25.0 Default Load System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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 Nww.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWE6 v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Paget/7 FO R T E " CM MEMBER REPORT PASSED Upper Floor, 7 1 piece(s) 7" x 18" 2.0E Parallam® PSL Overall Length: 19' 3 112" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 9237 @ 19' 9237 (2.11") Passed (100%) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 7831 @ 176" 28014 Passed (28%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 45517 @ 9' 1 3/4" 100429 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.257 @ 9' 8 1/8" 0.468 Passed (U875) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.451 @ 9' 8 1/16" 0.935 Passed (L/498) -- 1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD • Deflection criteria: LL (L/480) and TL (L/240). W 1 2X22 t It • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 9" o/c based on loads applied, unless detailed otherwise. Mn/ornega=73.2 -kips (continuously • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 9" o/c based on loads applied, unless detailed otherwise.4, braced) l G ,,.II s G • Member should be side -loaded from both sides of the member or braced to prevent rotation. braced) IXX= 1 5 V I n'14 Ue I I . LL=0.386" TL= . 78" Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Total 1 - Hanger on SPF studWall 3.50" Hangers 1.80" 3417 3067 2464 3081 12029 See note s 2 - Hanger on SPF studWall 3.50" Hangers 2.11" 4063 3067 3343 4180 14653 See note 1 • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Top Mount Hanger Connector not found N/A N/A N/A N/A 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A Dead Floor Live Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 3 1/2" to 19' N/A 39.5 -- 1 - Uniform (PLF) 0 to 19' 3 1/2" (Front) N/A 119.3 318.0 - - Linked from: 3, Support 1 Linked from: GT 2 - Point (lb) 8' 3" (Top) N/A 1112 - 1368 1711 Reaction only, Support 2 3 - Uniform (PSF) 0 to 19' 3 1/2" (Back) 3' 15.0 20.0 25.0 Lower Roof 4 - Uniform (PSF) 8' 3" to 19' 3 1/2" (Top) 13' 15.0 20.0 25.0 Upper Roof 5 - Tapered (PSF) 0 to 8' 3" (Top) 0 to 5' 15.0 20.0 25.0 Upper Roof hip 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 12:48:05 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Paget/4 MEMBER REPORT PASSED Upper Floor, 8 1 piece(s) 7" x 18" 2.0E Parallam® PSL Overall Length: 22' 1" I 21 6' � 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 7527 @ 2" 10413 (3.50") Passed (72%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 7315 @ V 9 1/2" 28014 Passed (26%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 43481 @ 63" 100429 Passed (43%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.276 @ 10' 3 3/16" 0.725 Passed (L/947) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.508 @ 10' 3 3/4" 1.087 Passed (L/514) 1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD • Deflection criteria: LL (L/360) and TL (L/240). W 14X22 • Top Edge Bracing (Lu): Top compression edge must be braced at 22' 1" o/c based on loads applied, unless detailed otherwise. l s l • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' 1" o/c based on loads applied, unless detailed otherwise. Mn/omega=8 1,II.3 It -kips (UraCl llg@4 • Member should be side -loaded from both sides of the member or braced to prevent rotation. lxx=1 99 in A 4 Uefl . LL=0.325° TL=0.599° Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Total 1 - Stud wall - SPF 3.50" 3.50" 2.53" 3423 2651 2256 2820 11150 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1 1.58" 2237 1299 1597 1996 7129 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 22' 1" N/A 39.5 1 - Tapered (PSF) 6' 3" to 14' 3" (Top) 0 to 4' 15.0 20.0 25.0 Upper roof hip 2 - Uniform (PSF) 14' 3" to 22' 1" (Top) 4' 15.0 - 20.0 25.0 Upper roof hip jacks 3 - Uniform (PSF) 0 to 22' 1" (Back) 1' 15.0 40.0 - - Adjacent floor 4 - Uniform (PSF) 0 to 22' 1" (Front) 1' 15.0 - 20.0 25.0 Upper roof parallel 5 - Point (lb) 6' 3" (Back) N/A 3417 3067 2464 3081 Linked from: 7, Support 1 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 12:48:05 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 3/4 FOR T E' CM MEMBER REPORT PASSED Upper Floor, 9 1 piece(s) 7" x 18" 2.0E Parallam@ PSL Overall Length: 22' 5" J 21 ' 6" L 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 12708 @ 4" 16363 (5.50") Passed (78%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 12543 @ 1' 11 1/2" 28014 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 73544 @ 6' 3" 100429 Passed (73%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.499 @ 10' 6 5/16" 0.725 Passed (L/523) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.871 @ 10' 6" 1.087 Passed (L/300) 1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD • Deflection criteria: LL (L/360) and TL (L/240). `n14x26 f • Top Edge Bracing (Lu): Top compression edge must be braced at 22' 5" o/c based on loads applied, unless detailed otherwise. V V L V l • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' 5" o/c based on loads applied, unless detailed otherwise. M n/omega=99.II.4�+ l—klpS (Uracing@4') • Member should be side -loaded from both sides of the member or braced to prevent rotation. IXX=245 in A 4 Ue Is I I . LL=0.478° TL=0.833" Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Total 1 - Stud wall - SPF 5.50" 5.50" 4.27" 5554 4422 4093 5117 19186 Blocking 2 - Stud wall - SPF 5.50" 5.50" 1 2.80" 3451 4583 1529 1912 11475 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 Live Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 22' 5" N/A 39.5 1 - Uniform (PSF) 6' 3" to 1T 3" (Back) 6' 15.0 40.0 2 - Uniform (PSF) 13' 3" to 22' 5" (Back) 8' 6" 15.0 40.0 3 - Uniform (PSF) 0 to 22' 5" (Front) 1' 15.0 40.0 - - Adjacent floor Linked from: exist 4 - Point (lb) 6' 3" (Back) N/A 1923 245 2279 2849 for reaction only, Support 1 5 - Point (lb) 6' 3" (Front) N/A 4063 3067 3343 4180 Linked from: 7, Support 2 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 12:48:05 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 4/4 a" O R T CM MEMBER REPORT PASSED Upper Floor, 17 1 piece(s) 4 x 12 Douglas Fir -Larch No. 2 Overall Length: 10' 6" L 10' L 1I ❑2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2681 @ 1 1/2" 6563 (3.00") Passed (41%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2074 @ 1' 2 1/4" 5434 Passed (38%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 6706 @ 5' 3" 7004 Passed (96%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.114 @ 5' 3" 0.342 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 1 0.191 @ 5' 3" 0.512 Passed (L/644) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 6" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 6" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Trimmer - SPF 3.00" 3.00" 1.50" 1076 1155 788 984 4003 None 2 - Trimmer - SPF 3.00" 3.00" 1.50" 1076 1155 788 ESnow 984 4003 None Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 10' 6" N/A 10.0 1 - Uniform (PSF) 0 to 10' 6" 5' 6" 15.0 40.0 - - floor 2 - Uniform (PSF) 0 to 10' 6" 5' 15.0 - 20.0 25.0 upper roof 3 - Uniform (PSF) 0 to 10' 6" 2' 6" 15.0 20.0 25.0 lower roof 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWE6 v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Page 3/7 a" O R T CM MEMBER REPORT PASSED Upper Floor, 18 1 piece(s) 3 1/2" x 11 1/4" 2.0E Parallam@ PSL Overall Length: 10' 3" L 9191, L 1I ❑2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3881 @ 1 1/2" 6563 (3.00") Passed (59%) 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 3352 @ 1' 2 1/4" 7613 Passed (44%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 10953 @ 3' 9" 17970 Passed (61%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.158 @ 4' 10 7/8" 0.333 Passed (L/759) 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.248 @ 4' 10 7/8" 0.500 Passed (L/483) 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 3" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 3" o/c based on loads applied, unless detailed otherwise. System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Supports Bearing Length I Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow 1 - Trimmer - SPF 3.00" 3.00" 1.77" 1409 2467 829 358 �36181 None 2 - Trimmer - SPF 3.00" 3.00" 1.50" 1022 1921 472 203 None Dead Floor Live Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 10' 3" N/A 12.3 1 - Uniform (PLF) 0 to 3' 9" N/A 34.5 91.5 - - Linked from: 10, Support 1 2 - Point (lb) 3' 9" N/A 1233 1529 1301 561 Linked from: 15, Support 2 3 - Uniform (PSF) 3' 9" to 10' 3" 1' 15.0 40.0 - - floor addition 4 - Uniform (PSF) 0 to 10' 3" 5' 6" 15.0 40.0 upper floor 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 20 / 24 a" O R T CM MEMBER REPORT PASSED Upper Floor, 20 1 piece(s) 4 x 10 Hem -Fir No. 2 Overall Length: 9' 9" L 9' 6" L 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 722 @ 0 2126 (1.50") Passed (34%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 590 @ 10 3/4" 3723 Passed (16%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1761 @ 4' 10 1/2" 4879 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.059 @ 4' 10 1/2" 0.325 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1 0.100 @ 4' 10 1/2" 0.488 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 9' 9" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 9" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Trimmer - SPF 1.50" 1.50" 1.50" 296 341 427 1064 None 2 - Trimmer - SPF 1.50" 1.50" 1.50" 296 341 427 1064 None Vertical Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 9' 9" N/A 8.2 1 - Uniform (PSF) 0 to 9' 9" 3' 6" 15.0 20.0 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Page 4 / 7 a FORTE'M3 MEMBER REPORT Main Floor, 22 1 piece(s) 4 x 8 Hem -Fir No. 2 PASSED Overall Length: 20' 3 112" r r r t 5 L 5 L 5 L - L 0 0 0 ® 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4796 @ 15' 1 3/4" 4961 (3.50") Passed (97%) 1.0 D + 1.0 L (Adj Spans) Shear (Ibs) 1861 @ 15110 3/4" 2538 Passed (73%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-Ibs) -2326 @ 15' 1 3/4" 2823 Passed (82%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 0.041 @ 178 5/8" 0.166 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.051 @ 179" 0.249 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 20' 4" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 4" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 3.50" 3.50" 1.50" 427 1242/-141 1141/ Blocking 2 - Stud wall - SPF 3.50" 3.50" 3.04" 1137 3168 4305 Blocking 3 - Stud wall - SPF 3.50" 3.50" 2.91" 989 3139 4128 Blocking 4 - Stud wall - SPF 3.50" 3.50" 3.38" 1278 3518 4796 Blocking 5 - Stud wall - SPF 3.50" 3.50" 1.50" 472 1378/-154 1850/ Blocking • CIOCKIng Panels are assumea to carry no Ioaas appllea alrectly above mem ano the run IOaa is appllea to the member Deing aesignea. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 20' 3 1/2" N/A 6.4 1 - Uniform (PSF) 0 to 10' (Top) 5' 15.0 40.0 main floor 2 - Uniform (PSF) 10' to 20' 3 1/2" (Top) 6' 6" 15.0 40.0 main floor 3 - Uniform (PLF) 0 to 20' 3 1/2" (Front) N/A 119.3 318.0 Linked from: 3, Support 1 System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 3/21/2020 2:15:19 AM UTC ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby v2 Page 24 / 24 a FORTE"M3 MEMBER REPORT Main Floor, 23 1 piece(s) 2 x 8 Hem -Fir No. 2@ 16" OC PASSED Overall Length: 16' I 0 Q All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 974 @ 8' 2126 (3.50") Passed (46%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 412 @ 8' 9" 1088 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) -759 @ 8' 1284 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.075 @ 3' 10 15/16" 0.195 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.086 @ 3' 10 1/4" 1 0.390 1 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) TJ-Pro'"" Rating N/A I N/A I N/A N/A • Deflection criteria: LL (L/480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 15' 3" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 8" o/c based on loads applied, 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 3.50" 2.25" 1.50" 63 289/-31 352/-31 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 3.50" 1.60" 195 779 974 None 3 - Stud wall - SPF 3.50" 2.25" 1.50" 63 289/-31 352/-31 1 1/4" Rim Board • rom eoara is assumea to carry aii ioaas appiiea airectiy aoove it, Dypassing the memoer Demg aesignea. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 16" 15.0 60.0 Deck LL System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.weyerhaeuser.com/w(>odproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Page 5/7 a FORTE'M3 MEMBER REPORT Main Floor, 24 1 piece(s) 4 x 10 Hem -Fir No. 2 PASSED Overall Length: 27' 3 112" r r 91 L 0 ❑2 ❑3 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (Ibs) 2886 @ 9' 1 3/4" 4961 (3.50") Passed (58%) 1.0 D + 1.0 L (Adj Spans) [1] Shear (Ibs) 1250 @ 8' 2 3/4" 3238 Passed (39%) 1.00 1.0 D + 1.0 L (Adj Spans) [1] Moment (Ft-Ibs) -2491 @ 9' 1 3/4" 4242 Passed (59%) 1.00 1.0 D + 1.0 L (Adj Spans) [1] Live Load Defl. (in) 0.080 @ 22' 9 5/8" 0.299 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) [1] Total Load Defl. (in) 0.095 @ 22' 10 3/16" 0.449 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) [1] • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 27' 4" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 27' 4" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (Ibs) Total Available Required Dead Floor Live Total Supports Accessories 1 - Stud wall - SPF 3.50" 3.50" 1.50" 208 912/-98 119280/ Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.04" 548 2338/-251 2886/ Blocking 251 3 - Stud wall - SPF 3.50" 3.50" 2.04" 548 2338/-251 2886/ Blocking 4 - Stud wall - SPF 3.50" 3.50" 1.50" 208 912/-98 1 Blocking 98/ • Blocking Panels are assumed to carry no loaas appllea alrectly above them and the tun load is applies to the member being designed. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 27' 3 1/2" N/A 8.2 1 - Uniform (PLF) 0 to 27' 3 1/2" (Front) N/A 47.3 216.8/ 23.3 Linked from: 23, Support 3 System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 -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.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 Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWE6 v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Page 6/7 a" O R T CM MEMBER REPORT Main Floor, 28 1 piece(s) 4 x 10 Hem -Fir No. 2 Support 2 failed reaction check due to insufficient bearing capacity. Support 3 failed reaction check due to insufficient bearing capacity. Overall Length: 18' 3 112" FAILED Bearing reaction deemed ok... 5% overstress r r t 6' L 6' L L 0 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 5216 @ 6' 1 3/4" 4961 (3.50") Failed (105%) 1.0 D + 1.0 L (Adj Spans) Shear (Ibs) 2033 @ 5' 2 3/4" 3238 Passed (63%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-Ibs) -2997 @ 6' 1 3/4" 4242 Passed (71%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 0.043 @ 3' 5/16" 0.199 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.050 @ 2' 11 15/16" 0.299 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 4" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 4" o/c based on loads applied, unless detailed otherwise. • Applicable calculations are based on Nos. Bearing Length Loads to Supports (Ibs) Total Available Required Dead Floor Live Total Supports Accessories 1 - Stud wall - SPF 3.50" 3.50" 1.50" 395 1670/-176 20656/ Blocking 2 - Stud wall - SPF 3.50" 3.50" 3.68" 1018 4198 5216 Blocking 3 - Stud wall - SPF 1 3.50" 3.50" 3.68" 1018 4198 5216 1 Blocking 4 -Stud wall - SPF 3.50" 3.50" 1.50" 395 1670/-176 2066/ Blocking • 13IOCKing Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 18' 3 1/2" N/A 8.2 -- 1 - Uniform (PLF) 0 to 18' 3 1/2" (Top) N/A 146.3 584.3 Linked from: 23, Support 2 System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : Aso 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 -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.weyerhaeuser.com/wGodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Nancy H. Devine, P.E., S.E. Nancy H. Devine, P.E. (206) 755-2950 nhdevinepe@gmail.com 4/29/2020 5:22:44 AM UTC ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 Weyerhaeuser File Name: 20002 Birkby R1 Page 7/7 FLOOR SHEATHING 2x (RIPPED TO FIT) WITH 508" D!AM. BOLTS AT 16" GC. (STAGGER EACH SIDE) --- 2x's - 2x 5 RIPPED RIPPED TO FIT TO FIT - - --- 508" D I AM. ( BOLTS AT 24" O.G. STEEL (STAGGERED BEAM - ...... -- i' ._........ ...... . _ _ _ i" OFF CENTER) _ TJI FLOOR JOISTS AT I(o" O.G. ` N O Z E'• )F J O0 ,ST MZE P A-v2-A-t . To V�. Ep AA 1 Y�u\j A-7 4g'� 6C- rye C39 Doi57 STEEL BEAM (FLUSH) SCALE. 1/2" = V-©" 2x�f�� NAILER PER PLAN fEI/4" STIFFENER 3/16" WELD 3 SIDES. STIFFENER MAY BE PLACED WITH BEAMS CONNECTION PLATE 1/ ! 3/16" MIN FILLET WELD ALL AROUND ( �1 (3) 3/4" DIAs 4325N BOLTS SSLT HOLES ST�� B�—mot L* COOPED AS SHOWN) tj��1�>'�� STEEL BEAM 3/16 tE 2 "x8"xl/4" &X& C®L 3/4" RND. A30-I BOLT 0 STEEL BEAM TO POST SCALE: 1/2" = 1'-0"