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/frt sr)-ot 2-- 00 r• C$-05wee�� hA'" v REGVED JUL 19 2012 CITY OF T:GARO UNITED ENGINEERING, INC. '. IL ° C DIVISION Consulting Engineering*Civil*Structural*Environmental Engineering*Planning 922 N.Killingsworth St.-Suite:1A Telephone: (503)289-7775 Portland,OR 97217 Fax: (503)283-4445 USA Email :jaimelim@asianreporter.com Project Name Hunter Residence Addition Project Address 11150 SW Cottonwood Lane Project Location Tigard, Oregon Project Code Shane Anderson Shane Anderson 503-329-2903 WIqui2 PROPEZ ie -, 11331 'r c' 1. ' ON AFpcib Yt7,1i• 9 EXCLUSION OF LIABILITIES TO A.SP I. DISCLAIMER AND RELEASE LpCPIRES:JUNE wavy Buyer hereby waives, releases and renounces all warranties (express or implied), obligations and liabilities of United Engineering, Inc. and all other rights and claims and all other remedies against United Engineering, Inc. with respect to any nonconformity, improper installation, workmanship or material. II. EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES United Engineering, Inc. shall have no obligation of liability, whether arising in contract (including warranty), Tort (including active, passive, or imputed negligence) or otherwise, • for loss or use, revenue or profit, or for any other incidental or consequential damage. ali Date: --JUL"( 2012 Lateral Load Analysis United Engineering,Inc. Hunter Residence Addition.xls Page 1 UNITED ENGINEERING, INC. 111. Consulting Engineering*Civil*Structural*Environmental Engineering*Planning 922 N.Killingsworth St.-Suite: 1A 11.11 Portland,OR 97217 USA Telephone: (503)289-7775 Email:jaimelim@asiarueporter.com Fax: (503) 283-4445 Hunter Residence Addition Tigard, Oregon 97223 Shane Anderson Design Criteria Floor Live Load 40 psf Roof Live Load (Snow) 25 psf Live Load(Wind) 95 mph 3 second gust 95 MPH,Exp B Seismic..Design Category.........................................._........................,..,.. IBC D1 Wind Analysis Using IBC (SEAW) Rapid Solutions Methodology P=Kz x Crsm x Qs x I where: Kz= B Exposure Coefficient Crsm= 1.0 Qs= 23.2 I= 1.0 Wind Pressure for each height category Main Floor P= 0.57 x 1.0 x 23.2 x 1.0 = 13.2 psf to 15 feet above the ground P= 0.62 x 1.0 x 23.2 x 1.0 = 14.4 psf to 20 feet above the ground P= 0.68 x 1.0 x 23.2 x 1.0 = 15.8 psf to 25 feet above the ground P= 0.70 x 1.0 x 23.2 x 1.0 = 16.2 psf to 30 feet above the ground P= 0.76 x 1.0 x 23.2 x 1.0 = 17.6 psf to 40 feet above the ground P= 0.85 x 1.0 x 23.2 x 1.0 = 19.7 psf to 60 feet above the ground United Engineering, Inc. Hunter Residence Addition Page UNITED ENGINEERINGINC. ai 1111 Consulting Engineering*Civil*Structural*Environmental Engineering*Planning III 922 N. Killingsworth St.-Suite: 1A Portland,OR 97217 USA Telephone: (503)289-7775 Email :jaimelim@asianreporter.com Fax : (503) 283-4445 IIII - Hunter Residence Addition Tigard, Oregon 97223 Shane Anderson Upper Floor 771- °8°/ L 11-C-tiokr- VI Trib 8 VI Wall 28 VI Hold 14 V1 Ceiling 8 V2 Trib 8 V2 Wall 14 V2 Hold 7 V2 Ceiling 8 V3 Trib 10 V3 Wall 16 . V3 Hold 16 V3 Ceiling 8 V4 Trib 10 V4 Wall 10 V4 Hold 5 V4 Ceiling 8 V5 Trib 0 V5 Wall 0 V5 Hold 0 VS Ceiling 0 V6 Trib 0 V6 Wall 0 V6 Hold 0 V6 Ceiling 0 V7 Trib 0 V7 Wall 0 V7 Hold 0 V7 Ceiling 0 V8 Trib 0 V8 Wall 0 V8 Hold 0 V8 Ceiling 0 V9 Trib 0 V9 Wall 0 V9 Hold 0 V9 Ceiling 0 VI 0 Trib 0 V10 Wall 0 V10 Hold 0 V10 Ceiling 0 Main Floor M1 Trib 8 M1 Wall 25 M1 Hold 7 MI Ceiling 8 M2 Trib 8 M2 Wall 20 M2 Hold 20 M2 Ceiling 8 M3 Trib 10 M3 Wall 9 M3 Hold 9 M3 Ceiling 8 M4 Trib 10 M4 Wall 5 M4 Hold 4., M4 Ceiling 8 M5 Trib 0 M5 Wall 0 M5 Hold 0 M5 Ceiling 0 M6 Trib 0 M6 Wall 0 M6 Hold 0 M6 Ceiling 0 M7 Trib 0 M7 Wall 0 M7 Hold 0 M7 Ceiling 0 M8 Trib 0 'Mg-Wall 0 M8 Hold 0 M8 Ceiling 0 M9 Trib 0 M9 Wall 0 M9 Hold 0 M9 Ceiling 0 M10 Trib 0 M10 Wall 0 M10 Hold 0 M10 Ceiling 0 Main Floor Wind Load= 13.2 X feet above ground= 15 Wind Force Main Floor= 198 J Z p,2 8�� 1 `-`-" v t4s, 7',-71 /-11 c 4. 1 '4z rt , srf a- /l~-1z:2, Pr,c ,�- United Engineering, Inc. Hunter Residence Addition Page . �j i UNITED ENGINEERING, INC. Hunter Residence Additic ".' ■ Consulting Engineering.*Civil*Structural*Environmental Engineering*Plannin; , Tigard, Oregon 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-7775 Shane Anderson ;i. Email :jaimelim@asianreporter Fax: (503)283-4445 � °yo-,, t � a fi Formula Calculation , a 15 ?20 Feet 20-25 Feet 25-30 Feet 30-40 Feet ° ,q,,:, t yi r ° r,6,, V I = 827.8 1-` :'e S{0" `��* 8 0 + 15.8 * 2.0 * 8.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + 3Y I°z?"h" ? �0)"`°F�l y, ���i' 3) 1 R t! V2= 827.8 � r,U�9;3'11,.'8;a + 15.8 * 2.0 * 8.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + ,�a , `a q.,i `I ,10,,8);1 ,r,„,,, i F�, i k f� * * * * * * YS "o t} aS t t� I V3= 1034.7 h lSib 1 . � + 15.82.010.0 + 16.25.0 0.0 + 17.610.00.0 + t c ' o a a 4� `p 4 rf Cl �� r r i� ��y'w e1` 4iw . V4= 1034.7 s 4�� �0 ,� '��c��,Q + 15.8 2.0 10.0 + 16.2 5.0 0.0 + 17.6 10.0 0.0 + z� � e��o ��'1,61T.04051 V5= 0.0 i'''.-c' ,`; `� 1ki: + 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + ..,,,..-.,,,,„,.„.,0,-,5, a) ' t )0z n` ioo V6= t�' s ' : �` + 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + t t#t '`� ',�1 " +n 1 {0 it sl.„,,,y ,�1" itm i' i o f',"),f.rvJ 1b ,,,, 1 V7= 0.0 ° t� ,.r m,a 0�'�t, tO,� + 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + al k1, ,�1,u)1,0), ° `;'(G �? V8= 0.0 the, X1 '4 '9.0 + 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + "1611 ° ` 0:fOtil f, `e al'. • V9= 0.0 , J 1 } o o`+�'� ��,0, °'- + 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + QS�t977,,),,,i �'101,c, �, °rip V10= 0.0 �;, l` a4r j,°�.,d4)} +- 15.8 * 5.0 * 0.0 + 16.2 * 5.0 * 0.0 + 17.6 * 10.0 * 0.0 + ,0„,�1, '1),6'-:1,,',,,!�a rt„{•'.�4",eY,o i • United Engineering, Inc. Hunter Residence Addition.xls • • UNITED ENGINEERING, INC. Consulting Engineering*Civil*Structural*Environmental Engineering*Planning 11.1 - 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-7775 Email :jaimelim@asianreporter.com Fax: (503)283-4415 Hunter Residence Addition Tigard, Oregon Shane Anderson Lateral Load Summary Upper Floor V1 = 29.56 PLF 827.8 / 28 V2= 59.13 PLF 827.8 / 14 V3= 64.67 PLF 1035 / 16 V4= 103.47 PLF 1035 / 10 V5= #DIV/0! PLF 0 / 0 V6= #DIV/0! PLF 0 / 0 V7= #DIV/0! PLF 0 / 0 V8= #DIV/0! PLF 0 / 0 V9= #DIV/0! PLF 0 / 0 V10= #DIV/0! PLF 0 / 0 Main Floor M1 = 96.47 PLF 8 * 198 = 1584 1 + 827.8 = 2411.81 / 25 M2= 120.59 PLF 8 * 198 = 1584 1 + 827.8 = 2411.81 / 20 M3= 334.97 PLF 10 * 198 = 19801 + 1035 = 3014.71 / 9 M4= 602.94 PLF 10 * 198 = 1980 + 1035 = 3014.71 / 5 - M5= #DIV/0! PLF 0 * 198 = 0 1 + 0 = 0 1 / 0 M6= #DIV/0! PLF 0 * 198 = 0 ! + 0 = 0 1 / 0 M7= #DIV/0! PLF 0 * 198 = 0 + 0 = 0 I / 0 M8= #DIV/0! PLF 0 * 198 = 0 I + 0 = 0 1 / 0 M9'= #DIV/0! PLF 0 * 198 = 0 I + 0 = 0 / 0 M10= #DIV/0! PLF 0 * 198 = 0 1 + 0 = 0 € / 0 1 United Engineering,Inc. Hunter Residence Addition.xls Page UNITED ENGINEERING, INC. Consulting Engineering*Civil*Structural*Environmental Engineering*Planning LIIH 922 N.Killingsworth St.-Suite:1A • Portland,OR 97217 USA Telephone: (503)289-7775 Email:jaimelim@asianreporter.com Fax: (503)283 4445 Tunter Residence Additio: Tigard, Oregon Shane Anderson I[ Seismic Analysis Using IBC 2009 Roof Floor Roofing 3.0 psf Flooring 2.0 psf 1/2'Sheathing 1.5 psf Floor Finish 2.0 psf Roof Framing 3.0 psf 3/4" sheathing 2.0 psf Insulation 1.5 psf Floor Framing 3.0 psf Gypsum Ceiling 1.5 psf Gypsum Ceiling 1.0 psf Mech&Elect 1.5 psf Walls 5.0 psf Total 12.0 psf Total 15.0 psf Weights of Diaphragm Levels Roof 18 24 432 * 12.0 psf = 5184 Third Floor 0 * 15.0 psf = 0 Second Floor 16 20 320 15.0 psf = 4800 Main Floor 0 * 15.0 psf = 0 0 * 0.Opsf = 0 W= 9984 # Seismic Parameters: Building is standard occupancy,Seismic use group is I. Sms=Fa(1.0)*Ss (1.58) Ie 1 Fv 1.50 Sds=2/3*Sms(1.58) Ss 1.58 Sms 1.58 Sml =Fv(1.50)*S1 (0.55) S1 0.55 Sds 1.053 Sdl=2/3*Sml(0.825) Fa 1 Sml 0.825 Sdl 0.55 Design Base Shear--->V=Cs*(W) hn 35 M1-M2 4823.552 Cs=Sds (1.053)/ (R(6.0)/Ie(1.0)) x 0.75 _ M3-M4 6029.44 Ta=Ct(hn)x=0.21 sec. R 6.0 Cs 0.176 Cs min=0.44*Sds*Ie=0.463 - Cs max=Sd1 (0.55) / Tx(0.21)*(R(6.0)*Ie(1.0))= 0.142 Therefore: WIND V= Cs*W---> 0.142 * 9984 = 1417.728 lbs Controls United Engineering,Inc. Hunter Residence Addition.xls Page C{, UNITEDENGINEERING, 'INC. 11111 Consulting Engineering*Civil*Structural*Environmental Engineering*Planning 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-7775 Email:jaimelim@asianreporter.com Fax: (503)283-4445 Hunter Residence Addition Tigard, Oregon Shane Anderson Hold Down Calculations (Upper Floor) VZ L 29.56 V= 14 * 29.56 = 413.9 lbs ' Suggested: S O D.L. = 10 * 8 * 14 * 0.667 = 747 8. { _ V1 R= 413.9 * 8 - 747 * 7 / 14 = 0 lbs 14 I V2 I 913 = 413.9lbsSu1. ggested:V 7 * 5 . S ggested: S 1 D.L. = 10 * 8 * 7 * 0.667 = 373 8 V2 R= 413.9 * 8 - 373 * 3.5 / 7 = 286.3 lbs _ 7 I V3 64.67 V= 16 * 64.67 = , 1035 lbs Suggested: S 1 L D.L. = 10 * 8 * 16 * 0.667 = 853 , 8 V3 IR= 1035 * 8 - 853 * 8 / 16 = 90.69 lbs 16 L103.47 V= 5 * 103.5 = 517.4 lbs Suggested: S 1 V4 (_-)-_\ D.L.= 10 * 8 * 5 * 0.667 = 267 8 V4 R= 517.4 * 8 - 267 * 2.5 / 5 = 694.4 lbs 5 175 #DIV/0! - V= 0 * #### = #### lbs Suggested: #### #### I. r-�-1 D.L. = 10 * 0 * 0 * 0.667 = 0 0 {_ V5 0 I R= #### * 0 - 0 * 0 / 0 = #### lbs United Engineering,Inc. Hunter Residence Addition.xls Page 7 • UNITED ENGINEERING, INC. Consulting Engineering eg*Civil Structural*Environmental Engineering Planning _ 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-7775 Email:jaimelim@asianreporter.com Fax: (503)283 1215 4 i_.# I tom.. r © Ct h.VP, ��"i�.�-r�-�, Oregon "�-�-�� �c�.�o--1 Hold Down Calculations (Main Floor) M1 96.47 V= 7 * 96.47 = 675.3 lbs Suggested: S 0 W m-A-D.L.= 10 * 8 * 7 * 0.667 = 373 ,-a 2 wrz4 z 7440 8 F V L x 1�?P5 f '4 g''MA 02 A 11 x ,tod,-1 = <4.o Ml I 1 R= 675.3 * 8 - (740+%.4* 3.5 / 7 = i Y lbs 7 M2 120.59.5) V= 20 * 120.6 = 2412 lbs Suggested: S U .. r—`-1 WALL D.L. = 10 * 8 * 20 * 0.667 = 1067 )t 2 F1-12-q z Zig,4 8 FL 4'1- = I?rrc - n V raivx afv' ,<.(.0‘.7 = I oozy 1 TAL NT= Zi34r low x3794 M2 R= 2412 * 8 - - ' 4 * 10 / 20 = -e3 2.lbs 20 M3 334.97 V= 9 * 335 = 3015 lbs Suggested: B 6 ► r-)`-1 8 D.L. = 10 * 8 * 9 * 0.667 = 480 M3 R= 3015 * 8 - 480 * 4.5 / 9 = 2440 lbs 9 M4 602.94 V= 2.5 * 602.9 = 1507 lbs Suggested: D 7 r-A---N _ D.L. = 10 * 8 * 2.5 * 0.667 = 133 8 -[ M4 R= 1507 * 8 - 133 * 1.25 / 2.5 = 4757 lbs 2.5 M5 #DIV/0! V= 0 * #### = #### lbs Suggested: #### #### ► r D.L.= 10 * 0 * 0 * 0.667 = 0 0 M5 R= #### * 0 - 0 * 0 - / 0 = I#### lbs 0 United Engineering,Inc. Hunter Residence Addition.xls Page Q2 UNITED ENGINEERING, INC. 1111 1111 Consulting Engineering*Civil*Structural*Environmental Engineering*Planning _ 922 N. Killingsworth St.-Suite: lA Portland,OR 97217 USA Telephone:(503)289-7775 Email:jaimelim@asianreporter.com Fax: (503)283-4445 4 ,;0:0,., .,_°. v, , , ....... (E)6 Sliding Door ......_ W.- ' - 1 t i. (N)CLOSET 1 ,P 32 S iu Q FT. (E)DINING ROOM , i 4— AA'. --4- : .144Pr ... :. criN- (N)2x12's To Rest On(E)Exterior Wall, I Remove(E)Rim Joist&Sister to(E)joists, Add 2x12 Blocking Between,Typ.Entire Length (N)OFFICE/PLAY ROOM -+vI 259 SQ FT. ,-,) (c N u ` l'V Op r" -- M QJ V N \ X a z O :3 .. 1 �, • - GJ (N)5`'x3`Sliding Wndw.. tj J 8'-14-, V4 7'-10 rota A(1 * ,, ,..... , 40* 16'-0" _ it -h-fr (E)LIVING ROOM /PP - fG O op-, 7/..747A( (E)UPPER LEVEL = 1,396 SQ.FT. (N) ADDITION = 320 SQ FT. -r TOTAL = 1,716 SQ FT • , UNITED ENGINEERING, INC. al IIIII mi. Consulting Engineering*Civil*Structural*Eilvironmental Engineering*Planning NM 1 _ 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-7775 Email:jaimelim@asianreporter.com Fax : (503)283-4115 111 1 ir 1 16'-O" • 4'-1" 4'-2 " IVI 7'-8- _me • • (N)6 Sliding Door Relocated 1 --,Nr (N)CLOSET co 1 I ,' ' 50 SQ FT. I ,-, ; (N)3°_Door I , Verify Header 1 : o 4x6 Min. . ‘I al\ (N)3°Door ' 0 1 I " Pa I (N)BEDROOlV1 241 SQ FT. (E)RECREATION ROOM . .. \ c-riht- i 4"CONC.SLAB w/ I I (t1 OPTIONAL 6x6 10/10 W.W.M, . 1 I (4) 1 I ' -s_1) 4..6 (N)5°x 3°Sliltig VVndw (N)5°x 3°Sliding Wndw/i r19 j • ri . ef .. 1• ...,2 2'-9" 2'-9" 5'-ii40.., 1. • 16'-0" •••••""*. , P2747<,/ (E)LOWER LEVEL =716 SQ FT. (E)5°x 3°Sliding Wndw (E)5°x 3°Sliding Wndw (N)ADDITION = 320 SQ.FT. • 42 • TOTAL = 1,036 SQ.FT in is • UNITED ENGINEERING, INC. Consulting Engineering*Civil*Structural*Environmental Engineering*Planning 1111 -922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone:(503)289-7775 ..• • (N) ROOF ASSEMBLY: (To Match Existing) 10'-4' 9'-8• :Dbl.@ valleys&penetrations) • 'wd.sheathing ,.._ ufactured Scissor Trusses @ 16"o.c. . .dc Heal For Proper Insulation ‘.........".....""•••...‹,, _,.. t 12 Insulation vv/1"perm.vapor barrier ''',•.,.,_,,,,,,, 12 sides) 5 I -n bd. . ...... ... . , ..... .i. .. . Act • _. c) - ' i . _ • - O ,. . ,__, 1 ' ic•-• : • .11, O . 7 • t- r...6, : LOOR CONSTRUCTION: Owner • loor (N)CLST ' (N) OFFICE/PLAYROOM 12o.c7 1 bd. 1. ,-.=.•_-..T \ ,• W. ki '• ki ', .%1 -I.ffl,- ; li il ri il / N 11 :'i :.i cl'ERIOR WALL: H -,-.- nish,Hardi-Plank . . t • . 'wood Sheathing, TYP.(N)INTERIOR WALL: •': e per Shear Schedule .ds @ 16"o.c. E 2 Gypsum Board Insulation,Min. -1 :. *(N)2x4 Studs @ 16"o.c. I bd. . •1"Gypsum bd. % .; '8 il i • :i OOR CONSTRUCTION: L Owners (N)CLOSET (N)BEDROOM ab $ • , Vapor Barrier • . , , , LEV, m Insulation 'el PROPOSED SECTION // A3,0 SCALE: J,-" = 1 -0" 1 UNITED ENGINEERING, INC. Consulting Engineering*Civil*Structural*Environmental Engineering*Planning Ilill - 922 N.Killingsworth St.-Suite:1A Portland,OR 97217 USA Telephone: (503)289-M5 Email :jaimelim@asianreporter.com Fax: (503)283 4445 Hunter Residence Additior Tigard, Oregon Shane Anderson Materials Guide per 2010 OSSC Table 2306.3 XC3 3 =ha"�..�..{� Y °�Ai/t. .© Y.:aLZAtv 2MM �4 an.., V:z;... .,Y. GALV. EDGE FIELD 5/8x10 MARK SHEAR WALL BOX NAILS NAILS A.B. X PLF COVER NAIL O.C. O.C. O.C. REMARKS Standard Shearwall:All exterior walls unless S 280 15/32"P/W 8d 6" 12" 58"Wnoted otherwise -�- A 300 1/2"GB 5d 4" 4" 60" Mark A 1 is GWB one side only-150 plf. All Both Sides GWB panel edges are blocked B 340 15/32"P/W 10d 6" 12" 48" .zEr--- C 510 15/32"P/W 10d 4" 12" 32" 2x panel,sill plates,staggered nailing. P1 3x3x3/16 for sole plate A.B. 3x panel,sill plates,staggered nailing. P1 D 665 15/32"P/W 10d 3" 9" 24" 3x3x3/16 for sole plate A.B. -g 3x panel,sill plates,staggered nailing. PI E 870 15/32"P/W 10d 2" 6" 18" 3x3x3/16 for sole plate A.B. F 1020 15/32"P/W 10d 4" 12" 16" 3x panel,sill plates,staggered nailing. P1 Both Sides 3x3x3/16 for sole plate A.B. G 1740 15/32"P/W 10d 2" 4" 12" 3x panel,sill plates,staggered nailing. P1 Both Sides 3x3x3/16 for sole plate A.B. _ _ ,1- ::4;&:24-J� O Mg*,.��.,::.,.au,. ar...�z; C,. 34.:4 n.+ ..d "-.�„ 4..,z<y4...e,.... _. MARK LOAD SIMPSON X LBS. MODEL* FASTENERS REMARKS 0 No holdown is required a 1 3135 MST 48 16-16D each end HTT22-foundation below ...,-- 2 4785 MST 60 23-16d each end _ 3 5822 MST 72 28-16d each end 4 7600 FTA 7 (6)-7/8"A307 bolts 5 2210 HPAHD22 10-16d Corner installation with rim joist 6 4235 HTT 4 18-16d x 21/2" Requires SB 5/8124 A.B.* .41,-- 7 5090 HTT5 26-16d x 21/2" Requires SB 5/8 x 24 A.B.'t wst- 8 7630 HDQ8 20 SDS 1/4 x 3 Requires SST28 A.B. 9 - 9920 HD9B (3)-7/8"A307 bolts Requires SSTB 28 A.B. 10 15305 HD15 (5)-1"A307 bolts 1 1/4"A.B.x 36"6x6 posts 3x studs i 4-ei-voi..K7 l Y 411-4 Psdi-1 United Engineering,Inc. Hunter Residence Addition.xls 5112.c'..k.iia Page la. Project: Hunter Residence Addition page Peterirst En de/r,„ ,,/, Location:Floor Joist 1 `vo .. `t First United Engineering E)"� Floor Joist y 922 N. Killingsworth �1 of [2006 International Building Code(2005 NDS)] + Portland,Oregon 97217 1.5 IN x 11.25 IN x 16.0 FT @ 16 O.C. — #2-Douglas-Fir-Larch-Dry Use Seciion Adequate By: 16.3% StruCalc Version 8.0.112.0 7/7/2012 11:16:29 AM LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.28 IN L/695 Dead Load 0.10 in Total Load 0.38 IN L/506 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: I/360 REACTIONS A Live Load 427 lb 427 lb Dead Load _ 160 lb 160 lb Total Load 587 lb 587 lb Bearing Length 0.63 in 0.63 in BEAM DATA Center 16 ft Span Length 16 ft A B Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top of joists-top of joists fully braced. JOIST LOADING Floor Duration Factor 1.00 Uniform Floor Loading Center MATERIAL PROPERTIES Live Load LL= 40 psf #2-Douglas-Fir-Larch Dead Load DL= 15 psf Base Values Adjusted Total Load TL= 55 psf Bending Stress: Fb= 900 psi Fb'= 1035 psi TL Adj. For Joist Spacing wT= 73.3 plf Cd=1.00 CF=1.00 Cr=1.15 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.J to Grain: Fc- = 625 psi Fc- = 625 psi Controlling Moment: 2347 ft-lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -528 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 27.21 in3 31.64 in3 Area(Shear): 4.4 in2 16.88 in2 Moment of Inertia(deflection): 126.7 in4 177.98 in4 Moment: 2347 ft-lb 2729 ft-lb Shear: -528 lb 2025 lb l2., page Project: Hunter Residence Addition Location: Footing 1 PeterirstUnitedSancn dry � � First Engineering Footing 922 N. Killingsworth 1.2 [2006 International Building Code(2005 NDS)] i"'- Portland,Oregon 97217 �/E� of Footing Size: 15.0 IN Wide x 8.0 IN Deep Continuous Footing With 8.0 IN Thick x 18.0 IN Tall Stemwall LongitudinalReinforcement:(2)Continuous#4 Bars StruCalc Version 8.0.112.0 7/7/2012 11:19:55 AM TransverseReinforcement:#4 Bars @ 12.00 IN. O.C.(unnecessary) Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi i Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 15 in Depth: Depth= 8 in Effective Depth to Top Layer of Steel: d= 4.25 in STEMWALL SIZE Stemwall Width: 8 in Stemwall Height: 18 in Stemwall Weight: 150 pcf ' -a in )1. FOOTING CALCULATIONS t l Bearing Calculations: Ultimate Bearing Pressure: Qu= 920 psf Effective Allowable Soil Bearing Pressure: Qe= 1400 psf Width Required: Wreq= 0.82 in2 Beam Shear Calculations(One Way Shear): Beam Shear: Vu1 = 0 lb 8 in Allowable Beam Shear: Vc1 = 3825 lb Transverse Direction: Bending Calculations: 3 in Factored Moment: Mu= 678 in-lb Nominal Moment Strength: Mn= 0 in-lb Reinforcement Calculations: I. 1.25ft I. Concrete Compressive Block Depth: a= 0.30 in /' • Steel Required Based on Moment:. As(1)= 0.00 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4)As(2)= 0.19 in2 FOOTING LOADING Controlling Reinforcing Steel: As-reqd= 0.19 in2 Live Load: PL= 700 lb Selected Reinforcement: Trans:#4's @ 12.0 in.o.c. Dead Load: PD= 300 lb Reinforcement Area Provided: As= 0.19 in2 Total Load: PT= 1150 lb Development Length Calculations: Ultimate Factored Load: Pu= 1660 lb Development Length Required: Ld= 15 in - Development Length Supplied: Ld-sup= 0.5 in Longitudinal Direction: Reinforcement Calculations: Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4): As(2)= 0.24 in2 Controlling Reinforcing Steel: As-reqd= 0.24 in2 Selected Reinforcement: Longitudinal:(2)Cont.#4 Bars Reinforcement Area Provided: As= 0.39 in2 !4 • UNITED ENGINEERING, INC. , I Consulting Engineering*Civil*Structural*Environmental Engineering*Planning . -1111111 .. 922 N.Killingsworth St.-Suite: lA - Portland,OR 97217 USA Telephone:(503)289-7775 Email:jaimelim@asianreporter.com Fax:(503)283-4445 I 'I { 1 I i i 1 Iy , i ' 1 1 1 ) ■■■�■■■�■ I. __ ■■ I � i � � 1 f?? I ! 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