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Report rC15---0 Sec; oat 1 / e /,0( Sherman Engineering, Inc. (503) 230-8876 Ph 3 151 NE Sandy Blvd. Ste. 100, Portland, OR 97232 (503) 226-4745 Fax 5E1 Job if: 1 5-MSAP-02-045 RECEIVED EIE MAY 2 6 2015 KENNING RES. REMODEL CITY OF TIGAD 15850 SW Oak Meadow Lane BUILDING D > S0 N Tigard, OR 97224 April 25, 2015 For: t+ �`c" 14 7e. Frank Gonzalez 986 vr FINE LINE DESIGN * CONST. LLC , RE N 13 118 Donald Rd. NE "�Cv9o, �� Aurora, OR 97002 0 ill P. SH04 EXPIRES: 6130/ Subject: Sheet No. Lateral: Loading LL I -LL2 Diaphragm/Wind Shears LL3 Shearwalls LL4 Overturning LL5 Man Markups PM Details D I -D2 Henning Res. Remodel I Lateral Load LL m 4/24/1 5 2012 IBC Per ASCE 7-10 Basic Wind Speed = 120 Kzt = I.00 Exposure Category = B A = 1.00 Budding Height= 10.5 I = 1 .00 Roof Slope = 4 :12 = 18.4° Zone Pressure ASD LC ASD pressure A 30.7 0.6 = 18.4 13 -8.7 0.6 = -5.2 Use 0 psf for MWFRS C 20.5 0.6 = 1 2.3 D -4.9 0.6 = -2.9 Use 0 psf for MWFRS End Zone Distance: Eave Ht (ft) 10.5 x 40% = 4.2 ft• Bldg Width (ft) 42 x 10% = 4.2 ft Width x4% = 1.7 ft Bldg Length (ft) 56 x 10% = 5.6 ft Length x4%= 2.2 ft Minimum = 4.2 ft Edge Strip =4.2 ft (End Zone = 2x Edge Strip) End Zone = 18:4 ft I Per IBC 2012 Use Group = I Number of Stories = 2 < 3 - -0". Simplified analysis per IBC Sds = 0.72 R= 6.5 Roof W = 15 psf 2552 ft2 = 38.3 kips Walls W = 8 psf 8 1/2 ft 204 ft2 = 6.5 kips Partitions W= G psf 8 1/2 ft I 63 ft2 = 3.9 kips Total W 48.7 kips I .2 Sd V = s W = 6.48 R 0.133 W == I.4 = 4.6 kips LL-2012 IBC-Henning Res Remodel.xls Design Maps Summary Report User-Specified Input Report Title 12460 se main street tigard Mon September 23, 2013 23:47:00 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.43026°N, 122.77209°W Site Soil Classification Site Class D- "Stiff Soil" Risk Category I/II/III I X1171 t !LI ` x sr S000Ol #""� .�q `Y 2 u a� �3 zv.� "�'n WW1 `9 • z at�`m`"«Nie9 Lr# �+7 Arrr ar s _ y r , sat aa�+` pall � � 6 au1�, � ' t � x "v �7,77 j V. � � a ��x >, � YP "i � i.� � ,�M gs 1, 117' IOTA, a r ��s�3�` t4likY s,44‘. rAliiitisi 7 IF] §s:7;.:7,:•?..e'N“Polgt; r „e" ,tom� €.. �+' *' � � � -t Y '` a quest ff �YN.rS r ?'� 4 • USGS-Provided Output S5 = 0.972 g SMs = 1.080 g Sns = 0.720 g S1 = 0.423 g sm. = 0.667 g S01 = 0.444 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 1.1 0.72 0.99 x.64 0.88 0.50 0.77 0.48 a.sc ar 0.44 0.32 La 0.33 0.24 0.22 0.16 0.11 0. 2 0.00 0.011 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.50 1.00 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.30 1.40 1.50 1.00 2.00 Period.T(sec) Period.T(sec) For PGAM,T„ C,u, and CRI values, please view the detailed report. SHERMAN ENGINEERING, INC. 3151 NE Sandy Blvd Suite 100 Portland, OR 97232 WIND LOAD PER IBC 2012 JOB: Henning Res. Remodel Loading: SIDE/SIDE VI V2 V3 V4 Roof Wall End Zone= psfr psf Interior= 4.9p psf geg. psf End Zone y Interior y End Zone End Zone Length = � .4 ft Roof Ht.4 =ft Diaph 1 width 34422 ft Wall Ht.it . 8 ft Qn Qn Qn Diaph 2 width #ft Shear V1 V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q ROOF width height width width height width width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft psf ft ft ft kips A End Left ?*--at ,y ;, ©.2 B Inter ,''M42W ZiFiti:47' , a .� ' , . 'u` .4 C End Right 4Pletit2 B . A 2 $ z r=3 0,4 Shear V1 V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q UPR FLR width height width width height .width width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft psf 'ft ft ft kips A End Left g $4 4 22 ' 51.44,C4 B Inter 18 8 4 ..:e .` 12 3`,. r � : 4 . 22 ,r .3 e 2 6 " x i4' 3 4 .134:* C End Right 25 6' ' R 10 $4s 1.0 TOTAL UPPER FLOOR LOAD LINE ROOF UPR FLR TOTAL A 0.2 0.7 0.9 B 0.3 1.4 °_'1.8 C 0.3 1.0 ' 1.3' I. I Ji. i_ I I ; : . _ I . . , ,. .. i 1 i 1 ' I I i •,:i 1 1 1 1 ' I 1 1 ' • • 1 i i .1, 1 1 I i 1 1 • 1 1 i I I 1. 1 _. 1 _ ....... 1 i 1 1 1 1 i i I I I 1 I 1 I I 1 I j I I 1 ___.____1_____ i r i 1 I I I ; I 1 1 , I 1 I _ - -- . ! 1 • I I 1 - • ._..... . _ • -- 1 --I _.1 __ i 1 I 1 1 i_ i I 1 . . I I _ _____ _______ ._....____ i 1 H L 1 . , I, _ --...----------- . - . . .- - _it j _ . 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S PFOR: B;t..6�� +.�.>Isw-o2-o4sLANS.,.«�.. 3/5/NE SANDY BLVD.STE 100 — s.°. v+ .r-0• _ FRANK GONZALES PORTLAND,OR g7232A P °a1. APA 24, Or°.n AJW -- TIGARD OREGON 1509/2304497D MGM 126-4749 Io.r