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Plans (57) • • OFFICE COPY RECEIVED . MAY 1 1 2016 CITY OF TIGARD BUILDING DIVISION ADDENDLim yD Client: �-'^Nv1''1 -C E. KRAUSE t Job #: 16 0 h1•6 ,M. 6'EGON Plan #: J .4"S- Sw 1M'' V14 LN OF Date:. 1 M1 `'( vl , • • OFFICE COPY % . CITY OF T'IGARD —_ • r rVTF\VFD FOR CODE dOMPLIANC$ - :1 pc,coxed: 1 1 ' it: 1± 16.1.E.—Z1.1961...... _..__ Date: %E1 /.� • KKRAUSE ARCHITECT P. 0 • Pox(503)6564201 • IUD SA12Dr. Suits 202 • Clackamas,011$011 97015 OF Gl F. , . . , ..._, h , . rviwr vii s ) -,,,,i, „ ) . , 1)4 1 \' ' 1.) ''' . ' 5 5 5".. -}. 1,:rr TkJ•* 13 ) t'e C hSP7` l, eft` N lb t -:\,iN s,. 4 /** J " ar, ++yy q V { 70){42(/ 0 ci- c)/7 . o 1 DP<. {4/IP' 1 _ ---tAra id ).-14-. I --,Go-i p 17 91,/iyi 7 , ( ---zi4..7.5i.5).--DolhZ 'V pi/ ,, c- ,t, )1,10 ' 1 Jo , 2c;$r12) eV fi Zj 1 1 G1 II #.,,,,,?, ..11t\e' ,\ . !i ,t, • e es- • .". . j • b .11 r r L • ...., ,.... . _....-.-.r.--- J - - ..... ..c.-.,..__.... ,... .. t 1 I • • 9 • • LL £ d 1 . n!, • et —.P { ./ 0ii Grn of N� . 1 - (4 e 944 41 ••.'27 '') 4' r• .' 1 '' .moi „%cr '0 000,000000<...... .e."''':' // s ,( t P � r moo' - '1 �. S _w • • • .. �, 1 ROOF FR4MING LEGEND (COMP/6 4AKE) mm's- BEARING WALL BELOW 40 PSF. = 15 PSF. (DL) + 25 PSF. (SO P 4 ALL HIPS, VALLEYS AND RIDGES TO BE 2 X 10 UNLESS NOTED OTHERWISE 1� 2 X 8 RAFTERS * 24" O.C. (12'-4" MAXIMUM SPAN) 2 X 8 RAFTERS • 12" O.C. (17'-5" MAXIMUM SPAN) ❑3 2 X 10 RAFTERS * 24" O.C. (15'-1" MAXIMUM SPAN) 2 X 12 RAFTERS • 24" O.C. (17'-6" MAXIMUM SPAN) - — — — - 2X PURL INS ® 24" O.C. to 45' MAX FROM VERTICAL, SUPPORT FROM SEARING TO RAFTERS OVERFRAME WI 2 X 8 RAFTERS S 24" O.C. 1;14POST UP FROM BEARING POINT BELOW AT ALL VAULTED 2 X 8 CEILINGS, USE 2 X 4 PURR/NG BELOW FOR INSULATION. REQ7'1TS E9 MANUF. TRUSSES B 24" O.C. MANUF. "SCISSOR" TRUSSES 6 24" O.C. ►I MANUF. "STUB" TRUSSES a 24" O.C. 12 MANUF. "ATTIC" TRUSSES i� l EXISTING ROOF SYSTEM VERTICAL ANALYSIS J.E. KRAUSE ARCHITECT P.C. 201 Ctb CUENT : { - - .'v ceryl -'l S JOSEPH E. KRAUSE t .....�`� jos No. : 16'C) KAKAS, OREGON t PLAN NO . 14 -" Sw . c . v I � o OF DATE : wk-( 1-01 (... KRAUSE ARCHITECT P. C. 15259 SE.82Dr. Stk.202 Clackamas,Oregon 97015 .....______ ....____________ .........._. - . VERTICAL ANALYSIS LOAD TABULATIONS BEAM LOCATION SPAN TRIBUTARY LENGTH P.LF, PT. • LOC. REACTIONS 'BEAM SIZE (L) ROOF FLR, WALL . r .t. 1 e., riG .. (• . Mill , -1111111111111111111111110111111 _ .. .. _ • _ . , . • • - . ,,. IIIIIIIIIIIIIIIIIIIIIIIIII _. . MIME III , . 4 . ,. ........, . 7 -a _ 1 ................*tomo ,••• A r:?I _AGRAMS VALUES LOADS (f.eF.) . .. • PT, UNIFORM GLB. a 2400 F. ITEM LL. IX. TQTAI, 6X c OF *I CAMP. ROOF 25 15 40 LOC. PT. PLF. 4X • 13F 02 TILE ROOF 25 25 4. U`) , iiimitimust PARALLAM i 2.0 PSL. FLOOR 40 15 55 • ' GARAGE FLR 50 50 100 * , WALLS — 10 ' 10 f .. L.:=t' 1.111111111111.1111111: , DECK CONY 40 460 20 15 ,.......maremommo, 60 15 Ilk . . .4 • ..,. _ ' ...„._, . i - r , I I CONCRETE rFOOTINGS (soil pressure in 1500_081) • _ , CONCREtEXLS , I - 1 _ SIZE(IN.) L x W x: THICKNESS PT. LOAD(LBS.) LFTG. WT.(LBS.) jil_x1N/144)x1500-1,6(LxWx111728 xl5Q). . i 12 14 6 1425 75'- 14 14 7 1923 119 16 It 82489- I 1 a 18 18 9 3122 l 25:1_..... 20 2 10 . 3819 34T 22 22 11' 4580 ' 462' 24 24 12 5400 , 800 .. 26 26 13 6279' 763 28 :t: 14 7214 953 30 30 15 8203 ' 1172 32 3 16 9244 1422 • 34 17 10336 1706 36 36 18 11475 2025 38 $4 19 12660 2382 40 48 20 13889 2778' 42 44 21 _ 15159 3216 44 44 22 18489- 3697 46 44 23 17817 4225 48 40 24 19200 4800 12 INDIA 6 1216. 64 16 IN. DIA. 8' 2124 152' 18 IN. DIA. 9, 2665 216 20 IN. DIA.1 10 *3280 296 24 IN. MAI 12 46091 512, 30 IN. DIA. 15 70011000 7 BeamChek v2012 licensed to:J.E.Krause Architect P.C. Reg#7992-66341 9445 sw mt.view lane remodel RB @ LIVING A Date:5/06/16 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=1.9 in2 R2= 1.9 in (1.5)DL Defl= 0.13 in Data Beam Span 5.0 ft Beam Wt per ft 4.68# Reaction 1 TL 1212# Reaction 2 TL 1212# Bm Wt Included 23# Maximum V 1212# Max Moment 1515'# Max V(Reduced) 990# TL Max Defl L/180 TL Actual Defl L/456 Attributes Section(in3) Shear(in2) TL Defl('n) Actual 17.65 19.25 0.13 Critical 15.53 8.25 0.33 Status OK OK OK Ratio 88% 43% 39% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 480 =A Uniform Load A R1 = 1212 R2= 1212 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. rI BeamChek v2012 licensed to:J.E. Krause Architect P.C. Reg#7992-66341 9445 sw mt.view lane remodel RB @ LIVING B Date:5/06/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.7 in2 R2=2.7 in (1.5)DL Defl= 0.22 in Data Beam Span 7.0 ft Beam Wt per ft 6.17# Reaction 1 TL 1702# Reaction 2 IL 1702# Bm Wt Included 43# Maximum V 1702# Max Moment 2978'# Max V(Reduced) 1408# TL Max Defl L/180 TL Actual Defl L/380 Attributes Section(in3) Shear(in2) TL Deft in) Actual 30.66 25.38 0.22 Critical 30.54 11.73 0.47 Status OK OK OK Ratio 100% 46% 47% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 480 =A Uniform Load A R1 = 1702 R2=1702 SPAN=7 FT Uniform and partial uniform loads are lbs per lineal ft.