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Specifications 8G1P202/-ocao RECEIVED MAR 16 7021 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR Addition at 12700 SW Pacific Hwy. Tigard, OR 'c. PRO/ T0735 FittE4M VIAt ■V llINC. Project: Addition at 12700 SW Pacific Hwy. II �® l STRUCTURAL Client: Bailey Contracting Proj.No.: 21-017 ■ �LIIIENGINEERS Date: 02/2021 By: MLV Sheet No.: COVER 2700 SE HARRISON ST. STE. B, MILWAUKIE OR, 97222, 503-607-0481, FAX 503-607-0486. mottcbkengineers.com DESIGN SUMMARY THESE CALCULATIONS ARE FOR AN ADDITION TO AN EXISTING SINGLE STORY WOOD FRAMED STRUCTURE. THE NEW ADDITION REQUIRES NEW ROOF FRAMING AS WELL AS REPLACING THE EXISTING STUD WALLS DUE TO THE INCREASED PLATE HEIGHT. DESIGN CRITERIA SNOW LOAD=25 PSF DEAD LOAD= 15 PSF WIND=97`MPH(ULTIMATE) EXPOSURE=)3 SOIL BEARING= 1,500 PSF • ■ INC. Project: Addition at 12700 SW Pacific Hwy. STRUCTURAL Client: Baile Contractin Y g Proj.No.: 21-017 ENGINEERS Date: 02/2021 MLV By: Sheet No.: 2700 SE HARRISON ST. STE. B. MILWAUKIE OR. 97222, 503-607-0481, FAX 503-607-0486. mattGbkengineers.com Too FR191 TA/6 co P DLL. 15 P51 p = 122 (4* 5t, - 2S PSr" I USE (DX(e? bP/L 1i 111- 'DOTI14�{ 0— , ,,„ --- 1,.. gs.,de5i ,z- 2, /,., f c _r___ , , , , , u t:- 2 9 3= r. lo , 9 l�= c�OPSF t Itp �� uo 2 (s y0 - 3z0p1P \)ZE 2/1Z <O 0Z dy�a� K �fo c R. I l @ l �s� �ri� �F/�� �. (-tom IA) 4 W i�o()5+2�7� 1 1 3�C.)P i1:- - -- R 33= (0 e USE Y I !•, Lt , DS S /2X Z272 2LIF-VY Wc154-Z5=40FIF 1 �p. 1 _ �122y * p_ 2Z�{ ;Z., Li' f US6 3YZX g'/2. 1 ,5)Sr L5 L `�RI 1 2+, L 7'p1 ■i1111111V ZINC. Project: Addition at 12700 SW Pacific Hwy. Ici! II STRUCTURAL Client: Bailey Contracting Proj.No.: 21-017 IPII SIENGINEERS Date: 02/2021 g). MLV Sheet No.: 2700 SE HARRISON ST. STE. B, MILWAUKIE OR, 97222, 503-607-0481, FAX 503-607-0486, mattObkengineers.com IFORTE' WEB MEMBER REPOR1 PASSED •• Level,31 1 piece(s)2 x 12 Douglas Fir-Larch No.2 @ 24"OC C,e a!i Length,:16 0 0 I 16 / 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof • Member Reaction(Ibs) 623 @ 1 1/2" 1406(1.50") Passed(44%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist • Shear(Ibs) 548 @ 1'3/4" 2329 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2012 Moment(Ft-Ibs) 2428 @ 7'11" 3138 Passed(77%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.233 @ 7'11" - 0.779 Passed(L/803) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0,373 @ 7'11" 1.039 Passed(L/502) -- 1.0 D+ 1.0 S(All Spans) • Deflection criteria:LL(1/240)and TL(11180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15"/increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on lIDS. Bearing Length Loads to Supports(Ibs) ▪ Supports Total Available Required Dead Snow Total ACCeSSOrlea 1-Hanger on 11 1/4' DF beam 1.50" Hanger. 1.50" 238 396 634 See note' 2-Hanger on 11 1/4"DF beam 3.50" Hanger' 1.50' 242 404 646 See note •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. Lateral Bracing Bracing Intervak Comments Top Edge(Lu) 5'3"o/c Bottom Edge(Lu) 15'7"o/c *Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d 2-Face Mount Hanger LUS28 1.75' N/A 6-10du1.5 3-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) comments 1-Uniform(PSF) 0 to 16' 24" 15.0 25.0 I Snow 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 2/3/2021 8:46:47 PM UTC Matt VanderZanden BK Engineers,Inc. ForteWEB v3.1,Engine:V8.1.5.1, Data: V8.0.1.0 (503)607-0481 • mattobkengineers.com Weyerhaeuser File Name: 12700 SW Pacific Hwy ,-. Page 1/ 1 FORTE" MEMBER REPORT PASSED Level, Roof:Flush Beam 1 piece(s)5 1/2"x 22 1/2"24F-V4 DF Glulam ii Civeral',Length:33 6' r i 0 0 33'6' 1❑ 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result I LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 11154 @ 4" 15194(4.25") Passed(73°i.) -- 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Building Use•Residential Shear(Ibs) 9660 @ 2'4" 25142 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) Building Cooe:IBC 2012 l Pos Moment(Ft-Ibs) 90295[_i 16'9" 95176 Passed(95%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD i Live Load Defl.(in) 1.113(dr 16'9" 1.642 Passed(L/354) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 Total Load Defl.(in) 1.865 @ 16'9" 2.189 Passed(L/211) -- 1.0 D+1.0 S(All Spans) • Detection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume factor of 0.89 that was calculated using lenoth L=32'10". •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, Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column-DF 5.50' 4.25" 3.12" 4521 6700 11221 1 1/4"Rim Board ' 2-Column-of 5.50" 5.50" 3.14" 4524 6700 11224 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blockng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(LW 12'4"0/c Bottom Edge(Lu) 33'5"o/c *Maximum allowable bracing intervals based on applied Ioac. Ir Dead Snow Vertical Loads Location(Side) Tributary Width f (0.90) (1.1S) �msnts 0-Self Weight(PLF) i 7 1/4"to 33'6" N/A J 30.1 -- 1-Uniform(PSF) I 0 to 33'6"(Top) 16' 15.0 25.0 Default Load 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 1CC-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 2/3/2021 9:18:10 PM UTC Matt VanderZanden !BK Engineers,Inc. ForteWEB v3.1,Engine:V8.1.5.1, Data:V8.0.1.0 1(503)607-0481 mattgtkengineers.com WeyerhaeuserFile Name: 12700 SW Pacific Hwy Z Page 1/ 1 FORTE CEO MEMBER REPORT PASSED Level,Free Standing Post 1 piece(s)6 x 6 Douglas Fir-Larch No.1 Post Height: 11'6" 1 Design Results Actual Allowed Result LDF Load:Combination Slenderness 25 50 Passed(50%) -- -- Compression(lbs) 11224 18619 Passed(60%) 1.15 1.0 D+1.0 S Base Bearing(Ibs) 11224 18906 Passed(59%) -- 1.0 D+ 1.0 5 Bending/Compression 0.95 1 Passed(95%) 1.15 1.0 D+1.0 5 •Input axial load eccentricity for this design is 16.67%of applicable member side dimension. •Applicable calculations are based on NDS. • Supports Type Material Member Type:Free Standing Post Base Plate Douglas Fir-Larch Building Code:IBC 2012 Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dean! Snow Vertical Load (0.90) (Lis) comments 1-Point(lb) 4524 6700 Default Load 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 1CC-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.weyerttaeuser.com/woodpreducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • • ForteWEB Software Operator lob Notes 2/4/2021 3:45:04 PM UTC Matt VanderZanden BK Engineers,Inc. ForteWEB v3.1,Engine:V8.1.5.1,Data: V8.0.1.0 (503)607-0481 •• matttbkengineers.com \XLvurbacmr, File Name: 12700 SW Pacific Hwy Page 1/ 1 • FORTE CID MEMBER REPORT PASSED Level,H1 1 piece(s)4 x 10 Douglas Fir-Larch No.2 �f Overall n ih: 10' • ! + 3yir s 10 Of' ,11 Ii All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Wall Member Reaction(lbs) 1682 @ 0 3281(1.50") Passed(510/0) -- 1.0 D+ 1.0 S(All Spans) Member Type Header Building Use.Residential Shear(Ibs) 1388 @ 10 3/4" 4468 Passed(31%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code IBC 2012 Moment(Ft-lbs) 4310 @ 5'1 1/2" 5166 Passed(83%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Detl.(in) 0.134 @ 5'1 1/2" 0.342 Passed(L/915) -- 1.0 D+1.0 5(All Spans) Total Load Deft.(in) 0.221 @ 5'1 1/2" 0.512 Passed(L/557) -- 1.0 D+ 1.0 S(All Spans) •Deflection criteria:LL(1/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories -Trimmer-Di 1.50" 1.50" 1.50" 657 1025 I682 None 2-Trimmer-DF 1.50" 1.50' 1.50" 657 1025 I682 None Lateral Bracing Bracing intervals C0me Top Edge(Lu) 10'3"o/c Bottom Edge(Lu) 10'3"o/c .Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Sell Weight(PLF) 0 to 10'3" N/A 8.2 1-Uniform(PSF) 0 to 10'3" 8' 15.0 25.0 Default Load Member Notes bit 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 ESP-I3B7 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/documenblibraty The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 2/4/2021 3:58:53 PM UTC Matt VanderZanden BK Engineers,Inc. (1 ForteWEB v3.1,Engine:V8.1.5.1,Data:V8.0.1.0 (503)607-0481 fits 11ii • matt@bkengineers.com Wevelh.rcuscr File Name: 21-017 Page 1/ 1 •�FORTE MEMBER REPORT PASSED Level,H2 1 piece(s)4 x 6 Douglas Fir-Larch No.2 y =,+rail Length:u r sCt� 311 r + ri ♦ )t a 6As`j�`tt4 r ,, f'rtrt 0 0 '1 h. 4, E] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual El Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 1015 @ 0 3281(1.50") Passed(31%) -- 1.0 D 4 1.0 5(All Spans) Member Type Header Building Use Residential Shear(Ibs) 826 @ 7" 2657 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Moment(Ft-lbs) 1586 @ 3'1 1/2" 1979 Passed(80%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.088 @ 3'1 1/2" 0.208 Passed(L/848) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.144 @ 3'1 1/2" 0.313 Passed(L/522) -- 1.0 D+ 1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS, Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories • 1•Trimmer•DF 1.50" 1.50" 1.50" 390 625 1015 None 2-Trimmer-OF 1.50" 1.50" 1.50" 390 625 1015 None Lateral Bracing Bracing Intervals Comma Top Edge(Lu) 6'3"o/c Bottom Edge(Lu) 6'3"o/c 'Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) TNbutnrV White (0.90) (1.15) Comments 0-Selt Weight(PLF) 0 to 6'3" N/A 4.9 -- I-Uniform(PSF) 0 to 6'3" 8' 15.0 25.0 Default Load Member Notes Hi Weyerhaeuser Notes Weyerhaeuser warrants that the siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims arty 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 lob Notes W 2/4/2021 4:01:37 PM UTC Matt Vander2anden BK Engineers,Inc. ForteWEB v3.1,Engine:V8.1.5.1,Data:V8.0.1.0 (503)607-0481 matt@bkengineers.com ct:vurharuscr File Name: 21-017 (40 • Page 1/ 1 VFORTE'an MEMBER REPORT PASSED Level,Wall: Header 1 piece(s)3 1/2"x 9 1/2"1.55E TimberStrand®LSL ^ Overall Length:4 6 1 « j g �°#' r)€ � � + 3 ,��r�� ie/v%1lit-etiPtiViliml'e':..':. � `�rtr [}� F13�8�7r�! 1 r�€� t f'. }i117 tifa /1 tr/ 2 P .rat i'0, .f tiJ t 1 ri.-r, rt� i itl t f !' t + 1'I''' plaiJ J1 f/a /i 1 „i rk i J'I+ . .: `Fin, 7:' :,.;‘,.1,:'' ' L. , /r . l' a I. f + ! e`r.11 e,fi( tt'r '`.4,N yj tit r�€< 0 i :� . ., f;l . a/> +s/ n e«).`1git.1 f{ , '.,,idi , -r: =r,a @t s-,.,.-„....-.,,,t,(�,t;, 0 it 0 Ell All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LOF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 7682 @ 4'4 1/2" 8138(3.00") Passed(94%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Building Use:Residential Shear(lbs) 7639©3'5 1/2" 7902 Passed(97%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Moment(Ft-lbs) 10517 @ 3' 11985 Passed(88%) 1.15 1.0 D+1.0 5(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.065 @ 3' 0.142 Passed(L/786) -- 1.0 D+1.0 S(All Spans) Total Load Dell.(in) 0.109 @ 3' 0.213 Passed(L/468) -- 1.0 D+1.0 S(All Spans) •Deflection criteria.LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor, !erring Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-DF 3.00" 3.00" 1.50" 1520 2201 3721 None 2-Trimmer-DF 3.00" 3.00" 2.83" 3115 4566 7681 None Lateral Bracing gracing Intervals comments 1 - Top Edge(Lu) 4'6'0/c Bottom Edge(Lu) 4'6'o/c •Maximum allowable bracing intervals based on applied load. I Dead Snow fVertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 4'6" N/A 10.4 -- 1 1-Uniform(PSF) Ito 4'6" 1' 15.0 15.0 Snow i Linked from:Roof: l 2-Point(lb) 3' N/A 4521 6700 Flush Beam, Support 1 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 2/12/2021 9:20:35 PM UTC Matt VantlerZanden A BK Engineers,Inc. ForteWEB v3.1, Engine:V8,1.5.1,Data:V8.0.1.0 (503)607-0481 • rnattObkengineers.com ttvvcrh.a.usc.r File Name: 12700 SW Pacific Hwy 7 Pagel/1 .....14 ,A.5CE 7416 CH.27 WINO LOADS ON BUIIDING55:(OW 115(OIRECTIONA`PRQ OR(J T^ .., 'x- : i' ft Ground elevation h= :,.� ft Mean Roof Here/ %^),` Pitch /12 Root Pitch ,�- - f. V= r7 mph wind Speed(Table 1609.3) . ' L= I..t, ft Length of structure 11° 6l 8= r. ft Width of structure K,t= ±it, Wind Directional Factor(Table 26,6-1) K,,. (figure 26.8.11 LIB= 1.05 h/t.= 0.37 angle= 18.4 degrees I G= 0.85 (Section 26.11.11 K,s 0.99 (Table 26.9.11 A 4C (I= 7 (Table 26.11-1( N w z,= 1200 ft (Table 26.11.11 t Wall Pressure IPsfJ �'�� --`�1_LP Windward leeward I.Ult L.ASD Height K 4,(Psf) Ce giOC„ K, q,,,(Psi) IOC„,) I q,(GCQ;) q,GC.gsIGC,,,) 6lilt �`^! ..-_S 70 -1 - ...61 . , 60 1'` 1 rW? ' 15 0.57 11.70 0.8 2% O.SS 11.11 -055 -b.11 16.00 9.60 I` 4. 20 0.62 12.71 0,8 8.64 0.55 11.11 -0.55 -6.11 16.00 9.60 25 0.67 13.54 0.8 9.21 055 11.11 -0.55 -6.11 16.00 9.60 30 0 70 14 27 0.8 9.70 0.55 11.11 0.55 -6.11 16.00 9.60 40 0.76 15.49 0.8 10.53 0.55 11.11 .0 55 -6.11 16.64 9.99 4.� 50 0.81 16.51 0.8 11.23 0.55 11.11 -0.55 -6.11 17.34 10.40 _ 3 (/�, , , ` - 11�/7 +y-` A .'' U 60 0.85 17.39 0.8 11.83 0.SS 11.11 0.55 -6.11 17.94 10.76 . a F:`Q_��--IIs7,7.`Q.) ! +►- 70 0.89 18.17 0.8 12.36 0.55 11.11 -0.55 -6.11 16.47 11.08 \\\ 80 0.93 18.88 0.8 12.84 0 55 11.11 -0.55 6 11 18.95 11.37 90 0.96 19.53 0.8 13.28 0.55 11.11 -0.55 .6.11 19.39 11.63 i ` `- 100 0.99 20.12 0.8 13.68 0 55 11.11 0.55 -6.11 19 79 11.88 3,A-a / ( l `-• � ([., Roof Pressure(psi) 11 Windward Leeward 7.Ult `_AS0 Case K, qr(pst) C„ q,GC0 K„ q,(Psf) (GC0.1 q.fGC„J q,GC,•q.IGCPJ .6 Ult 1 055 1111 -0393 -372 055 11.11 055 .6.11 8.00 4.80 2 0.55 11.11 0.07 0.66 0.55 11.11 -0.55 6.11 8,00 4.80 Vim. 11(0.5, 31' .l'= 134- 1try72- 29z I ... .U'.-.- '1(05,8,l2"??..- L,/), .. f 4 O g _c 1- '''e r CCU 1 .O : 1 D R.E . 1 ■'■V.IINC. Project: Addition at 12700 SW Pacific Hwy. • ■ClI RI STRUCTURAL Client: Bailey Contracting Proj.No.: 2I-017 1111,11111,1111■ENGINEERS Date: 02/2021 By: MLV Sheet No.: g 1 2700 SE HARRISON ST. STE. 8, MILWAUKIE OR, 97222, 503-607-0481, FAX 503-607-0486. mottcbkengineers.com i 1 ),( 1 , i . Vz: 1112:w i r.._. 2.S1 - o-....„„ 1 I co •.),F5/2,5 ' _-_-_ tfl p)F vr...„... ; f17/7t.,,.. isc6 , ,,,, ‘ 1,4! us tz- -7h4,: ,IFfi y/7901F1-c''Pok-. i „, , 1i4, (12:) = ; 3?_110 01M 12( 1112) :II 3 3 qg AA:--- 6 3)4-/ -1 25 /z l rA/ft,: L........ ' .1--J ' FS : &JO Pt gee? 7 ..... .... , _.... __ ... . 1 ,, '7; --,, 1-1L- 1 '? 'i (';' T.'1 ' 1 RP ! -..-! t-;•!... ,----, t- !.!- ' f!! ', 1 V-7:- )11f4 1,-) St!' 714:APA c)7-AA :-.: ,--- ,,., , --, -6 : p,/, ...:\ „-) , J , -. ; i .,,-t z , ,,,,,, . ...,,- , ,.... . L 1111111111/111111 INC. Project: Addition at 12700 SW Pacific Hwy. IC.. II STRUCTURAL Client: Bailey Contracting Proj.No.: 21-017 1111111111111111ENGINEERS Date: 02/2021 By: MLV Sheet No.: *•)- 2700 SE HARRISON ST. STE. B, MILWAUKIE OR, 97222, 503-607-0481, FAX 503-607-0486. mottCbkengineers.com