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Specifications 977Lf al/ hllnrtswepr /1/446r/61,- 66359 SHERMAN © ENGINEERING A 3151 NE SANJJY Burp.,Sura 100 — INC PORTLAND,OR 97232 (� t PHONE (503) 230-8876 j—lSHERMANENG[N CtJt.S.C O`A Structural Calculations August 26, 2019 RECEIVED SEP 5 2019 Moreland Plan ��PP,r�E CITY OF TIGARD Lot 3, Canyon Court ���u ry c SS!© BUILDING DIVISION Tigard, OR 447 sr /' E Prepared For: y;o,�` �' Suntel Design, Inc. o� p s4C2'' 16865 Boones FerryRd. ,. EXPIRES: f13(3l Lake Oswego, OR 97035 Subject Sheet No. Lateral: Loading LL1-LL3 Shearwalls LL4 Overturning LLS • MORELAND PLAN ( Lateral Load LL 1. Loading 7/24/19 2014 055C 1.I Wind§. Per ASCE 7-10 Basic Wind Speed= 120 Exposure Category= Kzt = 1.00 Building Height= 18.5 = 1.00 Roof Slope= 4 :12 = 18.4° 1 = 1.00 Zone Pressure ASD LC Aso Pressure •A 30.7 0.6 = i8.4 B �•7 0.G -5.2 2.3 p Use 5 sf at roof for MWFRS C 20.5 0.6 1 D 4.9 0.6 = Use 5 psf at roof for MWFRS •End Zone Distance: Eave lit(ft) 18.5 x 40% = 7.4 ft Bldg Width(ft) 28 x 10% = 2.8 ft Bid- Len-th(ft) Width x4%= I.I ft 40 x 1 0% = 4.0 ft Lengcn,x4%= 1.6 ft Minimum= 2.8 ft Edge Strip= 3.0 ft (End Zone=2x Edge Strip) End Zone= 16.0 ft I 1.2 Seismic Per 2014 OSSC Use Group= 1 • Number of Stories= 2 <3 -0" Simplified analysis per ASCE 7-10 Si = 0.7 R= 6.5 • V = 1.3 Sd5 W R = jO.140 W I Roof W= 15.0 110016.5 • Walls = 8 8.0 ft 1/2 136 = 14.4 Partitions = 6 8.0 ft = 4.4 I l2 SS = 2.I Floor W= 15 23.0 x 15 = 413 Walls = 1008 = 15.1 8 9.0 ft 1/2 128 + Partitions = 6 4.4 = 9.0 9.0 ft 1/2 40 + 2.I = 3.2 Cu 27.3 x 10 = 273 50.2 1686 X 0.140 7.0 = ease Shear Distribution: QRf = ---7'� 686 X 413 = 1.4 = 3.0 OFIr = 7.0_.. X 273 = 2.8 = 686 1.4 2.0 I LL-Moreland-Canyon Courtais SHERMAN ENGINEERING, INC. 3151 NE Sandy Blvd Suite 100 WIND LOAD 12014 IBC/OSSC Portland, OR 97232 JOB: MORELAND PLAN Loading: SIDE/SIDE End Zone= Roof Wall VI V2 V3 V4 5 psf 18.4 psf Interior= 5 psf 12.3 psf End Zone Interior End Zone End Zone Length = 6 ft Roof Ht. 6 ft Diaph 1 width 40 ft Wall Ht. 8 ft Qn Diaph 2 width 40 ft Qn Qn • Shear V1 V2 Line Condition load trib trib total load trib trib total load trib V3 trib total load trib V trib total REACTION ROOF width height width width height width width height width width height width 4 psf ft ft ft psf ft ft ft psf ft 1 End Left 5 6 6 40 5 34 6 40 ft ft psf ft ft ft kips X Inter 5 6 0 40 5 0.6 _ 2 End Right 0 6 40 5 34 0 40 5 6 0 40 0.0 5 34 6 40 5 6 6 40 0.6 Shear V1 V2 Line Condition load trib trib total load, trib trib total load trib V3 trib total load trib V trib total REACTION UPR FLR width height width width height width width height width width height width Q psf ft ft ft psf ft ft ft psf ft ft ft 1 End Left 18.4 6 4 40 12.3 34 psf ft ft ft kips 4 40 1.1 X Inter 18.4 6 0 40 12.3 34 0 40 12,3 34 2 End Right 0 40 18.4 6 0 40 0.0 12.3 34 4 40 18.4 6 4 40 1.1 TOTAL UPPER FLOOR LOAD LINE ROOF UPR FLR TOTAL 1 0.6 1.1 1.7 X 0.0 0.0 0.0 2 0.6 1.1 1.7 3.4 11:11"-- • SHERMAN ENGINEERING, INC. 3151 NE Sandy Blvd Suite 100 Portland, OR 97232 MAIN FLR Roof Wall End Zone= 5 psf 18.4 psf Interior= 5 psf 12.3 psf Wall Ht. 9 ft Diaph 1 width 36 ft Diaph 2 width 36 ft Shear VI V2 Line Condition load trib trib total load trib trib total load trib V3 trib total load trib V4 trib total REACTION MAIN FLR width height width width height width Q g width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft 1 End Left 18.4 6 9 36 12.3 30 9 psf ft ft ft kips _ 36 2.3 X Inter 18.4 6 0 36 12.3 30 0 36 12.3 30 0 36 18.4 6 0 36 0.0 2 End Right 12.3 30 9 36 18.4 6 9 36 2.3 4.6 o PL-- [Al 'FL.pN\ I LI-4 �T�TL�L lti k2 0 • ��2 = 1- 6 (1, o'`) 0 • If=Loo ,a,‘01,A "7--' (21 Ole-) Q 2,5 28 w OVERTURNING - FRONT BACK MORELAND PLAN LL, 8/26/2019 GRID SHEAR DEAD DEAD DEAD LOAD LOAD NET LINE LEVEL LENGTH SHEAR/FT HEIGHT TRIG LOAD M,resist REDUCTION M,ot ABOVE UPLIFT LINE 2 V-2 3 0.179 8 4 15 0.56 WIND 4.3 0.00 I .32 Use MSTA36 V-1 2.5 0.755 6.25 7 15 0.48 WIND 11.8 0.00 4.GO Use HDUB LINE 2 V-2 3 0.158 8 4 15 0.56 SEISMIC 3.8 0.00 I . 15 Use MSTA3G V-1 2.5 0.472 6.25 7 15 0.48 SEISMIC 7.4 0.00 2.83 Use STHD 14 I Ori-7--- T.1.3 � � lJ 1 OT-Moreland-Canyon Court.xls