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Specifications (36) t A 5n-o/c, — z-/( / -61(2 6' 41 l 2 j RECE1VF r MAY 242016 CITY OF 'I o",-K.- BUILDING D1v , 0 LATERAL CALCULATIONS FOR NIX RESIDENCE TIGARD, OREGON by RICHARD J. TURNER, P.E. DATE: 05/13/16 JOB NUMBER: R16256 p58Pli• , 1 �GIN4� 'PELL._ OREGON 1067/0 i 5,e1;e qqpJ ' EXP.DATE: 06-30-18 INDEX OF CALCULATIONS: PAGES DATE: 05/13/16 SHEAR WALL PLANS: 1 TO 2 SEISMIC LOADS: 3 TO 4 WIND LOADS: 5 TO 6 VALL_DISTRIBLITION ___ 7 FOOTING DESIGN: 8 DETAILS: 9 TO 12 ..._. III � o >� 0 0 ..._ -- . 171712 I I ,1,.... � p io 0 s_,_. t_,w,_1 as,_,_,_,_,_a_, ,_a_,_,_,_,_,_,_,_,_,_,_,_, VW == li 11© _I II j _ ya O armII IV I Afik 1 / \ 1 MDI. - .._._. 0 _ MW © © {fa ' 11231/ I . -L ] -------- j -All~—.I °`tiJtrDZx is 7J ' MIN. �.�M pqq 6'40* 6•S 17171Z lei L Fl O4, © VI F2 O MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING,ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. 08 P4 ' Ir 44. , I:L ' r r---K2t--r—r-t-4-1--T-- b 14444444 44 1Il . ! 1 i ®i i i 1 i l 1 `4%,, ' 1q) 1) q) 4) � q)" 4 � 4 � 4 • 1 „ I 1 . i i i i �iij 1 1 I ! I 1 1 1 1 1 1 0 <. 1 1 I I i `-'I a ® 1 01 1 1 1 a 1 1 I I I I I 1 ! I I I 1 ! I 1 I ! , q) q) °Pq) cq) 44444444441 y Um I I 1 1 I ! ! ! 1 I I I I ! O II 1 I I I 1 1 1 0 1 1 i i i i i i ! i I 1 1 1 I 1 I ! t i i ! i ! i i Zy E I , i . 7q). 'f' (-‹1$ 4) 41 ( 1 ( 4 1$ 1 h i i i i i I I I I i 1 I I ! 1 I IIIIIIIIIIIIIIIII 1 I4Iff.—f--7,pri sq) c4 q) (P (P '( / c5 ' )' ( / ' s 'Z ' s ) ' s . /vi,, i i i i i i i i I I I I I I 1 I I 1 Nti, i i i i i i i i i Q i I i i i i i I (I� (11 �1 1 sq)1 1 1 1 1 1 1 1 �1 1 1 1 1 1 1 T T T T T T T `i' ` ` s ( f 0 ) 04) (t i ,(s I I1 11111111111111111 „esI I i i i i • i I I ( ! 1 1 1 1 1 1 1 1 , " 1 1 I I I i I i i I 1 ! I I I ! I !: 1 . 1 ,KA, % ' ( T T ". .1 (P 4g0 '14 q.) . 1-- -4,-Irrl_Jr __ . 1 i i i i i i i i i I IN' • li) <441 I L - I I I I I Ir,,,1 1 I ., ` O 4. to(.l •r R16256 NIX LAD 05 13 16 SEISMIC LOADS (2014 OSSC, ASCE 7-10 EQUIVALENT LATERAL FORCE PROCEDURE) DIRECTION: FRONT-TO-REAR T Sa RISK CATEGORY: II TABLE 1.5-1 0 0.294 SITE CLASSIFICATION: D TABLE 20.3-1 0.0820 0.648 ho: 25.75 FT 0.0920 0.691 Ss: 1.010 MAPS Sa=SDs TO: 0.1020 0.734 51: 0.319 MAPS 0.2 0.734 Ie: 1.000 TABLE 1.5-2 Ts: 0.5100 0.734 Fa: 1.090 TABLE 11.4-1 0.6100 0.614 Fv: 1.760 TABLE 11.4-2 0.7100 0.527 Sms: 1.101 EQ. 11.4-1 NOTE:Sa IS DETERMINED 0.8100 0.462 Sml: 0.561 EQ. 11.4-2 BY FIG.22-1,3,5,6 0.9100 0.411 ads: 0.734 EQ. 11.4-3 51 IS DETERMINED 1.0100 0.371 Sdl: 0.374 EQ. 11.4-4 BY FIG.22-2,4,5,6 1.1100 0.337 To: 0.102 1.2100 0.309 Ts: 0.510 1.3100 0.286 Ct: 0.020 TABLE 12.8-2 1.4100 0.265 x: 0.750 TABLE 12.8-2 1.5100 0.248 Ta: 0.229 EQ. 12.8-7 _ .. 0.800 SEISMIC DESIGN 0.700 I. • CAT000RY(.1 SEC): D TABLE 11.6-1 SEISMIC DESIGN 0.600 CATEGORY(1 SEC): D TABLE 11.6-2 0.500 R: 6.5 TABLE 12.2-1 4 W: 2.5 TABLE 12.2-1 0.400 SIMPLIFIED 0.300 , FORCE (V):f 0.135 W 1,40 0.200 Cs: 0.113 W(EQ. 12.8-2) 0.100 Cs(MAX): 0.180 W(EQ. 12.8-3/4) CS(MIN): 0.010 W(EQ. 12.8-5) 0.000 CS(MIN,E F): 0.025 W(EQ. 12.8-6) 0 0.5 1 1.5 2 Cs(ACTUAL): 0.113 W ♦Seriesl EQ. LATERAL FORCE (V): 0.113 W PAGE l R16256 NIX LAD 0513 16 SEISMIC LOADS (2014 OSSC,ASCE 7-10 EQUIVALENT LATERAL FORCE PROCEDURE) BASE SHEAR AND FLOOR DISTRIBUTION SEISMIC LOAD:FRONT TO REAR DIRECTION BUILDING WEIGHTS: ROOF DIAPH. 12 EXTERIOR WALL: 10 MISC.: 0 INTERIOR WALL: 7 EXT. WALL INTERIOR DIAPH. MISC AREA WALL AREA AREA AREA r() rho. k MAIN 1334 667 3793 0 0.230 1.00 1 BASE SHEAR HT W WiHi^k TOTAL W V V*.7 SUM'V' MAIN 10.0 63518 635183 63518 7172 5020 5020 12.8-11,12 63518.25 635183 7172 5020 V(LBF): 7172 EQ. 12.8-1 E(SEISMIC BASE SHEAR) V*.7(LBF): 5020 2.4.1 ASD(L.C.5,8) SEISMIC LOAD:SIDE TO SIDE BUILDING WEIGHTS: ROOF DIAPH. 12 EXTERIOR WALL: 10 MISC.: 0 FLOOR DIAPH: 0 INTERIOR WALL: 7 EXT. WALL INTERIOR DIAPH. MISC AREA WALL AREA AREA AREA r(i) rho k MAIN 1334 667 3793 0 0.270 1.00 1 BASE SHEAR HT W WiHiA2 TOTAL W V V*.7 SUM'V' MAIN 10.0 63518 635183 63518 7172 5020 5020 12.8-11,12 63518.25 635183 7172 5020 V(LBF): 7172 EQ. 12.8-1 E(SEISMIC BASE SHEAR) V*.7(LBF): 5020 2.4.1 ASD(L.C. 5,8) PAGE 4 R16256 NIX LAD 0513 16 WIND LOADS MWFRS (2014 OSSC, ASCE 7-10) ENVELOPE PROCEDURE METHOD 1 (LOW-RISE BUILDING ) DIRECTION: FRONT-TO-REAR WIND SPEED Vult(MPH): 120 WIND SPEED Vasd(MPH): 93 EXPOSURE: B BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT): LENGTH(HORIZONTAL,FT): 51.0 I: 1 WIDTH(TRANSVERSE, FT): 97.2 Kh: 0.7 ROOF MEAN HEIGHT(FT): 17.88 Kzt: 1 TOTAL ROOF HEIGHT (FT): 25.75 Kd: 0.85 GABLE(YIN): V: 93 ROOF PITCH: 9 qh: 13.16 THETA: 36.87 0.600 0.800 2a(FT): 10.2 POSITIVE NEGATIVE OPEN/ PARTIAL/ ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5) P (PSF) (GCpI) DESIGN PRESSURES(EQUATION 6-18) (FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL 1 0.560 5.00 9.74 2 0.210 0.39 5.13 3 -0.430 -8.03 -3.29 5.05 5.05 8.42 4 -0.370 -7.24 -2.50 12.24 12.24 5 0.000 -2.37 2.37 6 0.000 -2.37 2.37 1E 0.690 6.71 11.45 2E 0.270 1.18 5.92 3E -0.530 -9.34 -4.61 6.32 6.32 10.53 4E -0.480 -8.69 -3.95 15.40 15.40 BASE SHEAR DIRECTION: FRONT-TO-REAR DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR INTERIOR INTERIOR END END MAIN 30-40 0.00 0 12.24 0 15.40 0 MAIN - 25-30 0.00 0 12.24 0 15.40 0 MAIN 20-25 5.00 232 12.24 51 15.40 3625 MAIN 15-20 5.00 441 12.24 51 15.40 6183 9808 MAIN 0-15 10.00 938 12.24 102 15.40 13051 13051 1815.00 TOTAL BASE SHEAR R:1„ 22859 PAGE i J R16256 NIX LAD 05 13 16 WIND LOADS MWFRS (2014 OSSC, ASCE 7-10) ENVELOPE PROCEDURE METHOD 1 (LOW-RISE BUILDING ) DIRECTION: SIDE-TO-SIDE WIND SPEED: 120 WIND SPEED Vasd(MPH): 93 EXPOSURE: B BUILDING DIMENSIONS: qh (MEAN ROOF HEIGHT): LENGTH (HORIZONTAL, FT): 51.0 I: 1 WIDTH (TRANSVERSE,FT): 97.2 Kh: 0.7 ROOF MEAN HEIGHT: 17.9 Kzt: 1 TOTAL ROOF HEIGHT (FT): 25.8 Kd: 0.85 GABLE(Y/N): V: 92.952 ROOF PITCH: 9 qh: 13.16 THETA: 36.87 0.600 0.800 2a: 10.2 POSITIVE NEGATIVE OPEN/ PARTIAL/ ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5) P (PSF) (GCpI) DESIGN PRESSURES(EQUATION 6-18) (FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL 1 0.560 5.00 9.74 2 0.210 0.39 5.13 3 -0.430 -8.03 -3.29 5.05 5.05 8.42 4 -0.370 -7.24 -2.50 12.24 12.24 5 0.000 -2.37 2.37 6 0.000 -2.37 2.37 lE 0.690 6.71 11.45 2E 0.270 1.18 5.92 3E -0.530 -9.34 -4.61 6.32 6.32 10.53 4E -0.480 -8.69 -3.95 15.40 15.40 BASE SHEAR DIRECTION: SIDE TO SIDE DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR INTERIOR INTERIOR END END MAIN 30-40 0.00 0 12.24 0 15.40 0 MAIN 25-30 0.00 0 12.24 0 15.40 0 MAIN 20-25 5.00 153 12.24 51 15.40 2658 MAIN 15-20 5.00 199 12.24 51 15.40 3221 5879 MAIN 0-15 10.00 462 12.24 102 15.40 7225 7225 1018.00 TOTAL BASE SHEAR R:J 13104 I PAGE C 4 R16256 NIX LAD 05 13 16 WALL DISTRIBUTION SHEET DIRECTION: FRONT-TO-REAR WALL HEIGHT: 9 STORY; MAIN WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE (FT) (LB.) (LB./FT) 0.2 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0.1 Fl 24.00 736 31 0.1 3352 140 140 D6 1257 2160 -903 NO 0.5 F2 24.17 2510 104 0.2 11429 473 473 D3 4256 2175 2081 HDU2(2)2X 0.4 F3 15.33 1774 116 0.2 8077 527 527 D2 4741 1380 3361 HDU4(2)2X 1.00 5020 22859 DIRECTION: SIDE TO SIDE WALL HEIGHT: 9 STORY: MAIN WALL WALL SEISMIC(S) S/L r(i) WIND(W) W/FT MAX. WALL UPLIFT DEAD(D) T-D HOLDOWN LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE (FT) (LB.) (LB./FT) 0.3 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0.5 S1 18.50 2510 136 0.3 6552 354 354 D4 3187 1395 1792 HDU2(2)2X 0.5 S2 42.33 2510 59 0.1 6552 155 155 D6 1393 2110 -717 NO 1.00 5020 13104 0.3 S2.5 8.75 1255 143 0.3 3276 374 374 D4 3370 1103 2267 HDU2(2)2X PAGE q R16256 NIX LAD 05 13 16 FOOTING DESIGN CONCRETE STRENGTH: 2.5 KSI WALL WIDTH: 6 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF DIRECTION: FRONT-TO-REAR FTG. FTG. WALL WALL DEAD STEEL REIN?. WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENTLOAD FTG. a REQUIRED T&B (PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (K-LB) PLF (INA2) Fl -903 6 12 18 24.0 0 188 0.00 0.00 NONE F2 2081 6 12 18 24.2 4 188 0,18 0.05 1-114 BAR F3 3361 6 12 18 15.3 14 188 0.70 0.20 1-14 BAR CONCRETE STRENGTH: 2.5 KSI WALL WIDTH: 6 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF DIRECTION: FRONT-TO-REAR FTG. FTG. WALL WALL DEAD STEEL REIN?. WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENTLOAD FTG. a REQUIRED T&B (PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (FT.-LB.) PLF (INA2) 31 1792 6 12 18 18,50 2 188 0.11 0.03 NONE S2 -717 6 12 18 42.33 0 188 0.00 0.00 NONE S2.5 2267 12 18 0 8.75 3 225 0.47 0.13 1-114 BAR PAGE A C7 W > I ( SLAB (THICKNESS PER I ARCHITECTURAL •a a 4. `�'' DRAWINGS) WITH 6X6 -W1.4 X W1.4 WIRE MESH, 116" MIN. 6" LAP SPLICE 4 II - II a rr 00 yy I H 0 0 Irl ° UAV s • I I• . HOLD-DOWN PER SHEAR WALL pq a it .fib SCHEDULE ° d a 1 f fyi M .-a U (2)-#4 CONTINUOUS BAR AT CENTER OF FOOTING (EXTEND REBAR AROUND CORNERS MIN. 5'-0") 1'-6" < NOTE: 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. DRIVEWAY SURFACE NOT SHOWN. 1 FOOTING SECTION S2.0 SCALE: 1" = 1'-0" e 2X STUD WALL EXTERIOR SHEAR WALL SHEATHING AND NAILING i P.T. SILL PLATE WITH %2" PER SHEAR WALL PLAN �IN J-TYPE BOLT, EMBED 7" MIN. 0 INTO STEM WALL j►.�1 (1)—#4 VERTICAL BAR @ I!■j�� 48" O.C. WITH 6" HOOK '�`"� s O8 U AT EACH END al O 'H HI 6" W O W Z. r:11 IQ o 'o A I 6 d 1 = a (2)—#4 CONTINUOUS BAR AT Ma 0 BOTTOM OF FOOTING AND 1'-0" (1)—#4 AT TOP OF STEM WALL (EXTEND REBAR NOTE: AROUND CORNERS MIN. 1. FOOTING TO BE PLACED ON 5'-0") UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. 2 FOOTING SECTION S2.0 SCALE: 1" = 1'-0" Va 2X STUD WALL EXTERIOR SHEAR WALL , SHEATHING AND NAILING P.T. SILL PLATE WITH %2" PER SHEAR WALL PLANII J-TYPE BOLT, EMBED 7" MIN. INTO STEM WALL (1)-#4 VERTICAL BAR @ U NJELS4 48" O.C. WITH 6" HOOK O U AT EACH END C9Ea z © A kb. 6.. W Z co .4 d `Ii)SLAB PER ; ARCH. PLANS A n a Z 4 IX (2)-#4 CONTINUOUS BAR AT Co >1 U BOTTOM OF FOOTING AND 1'-0" (1)-#4 AT TOP OF STEM WALL (EXTEND REBAR NOTE: AROUND CORNERS MIN. 1. FOOTING TO BE PLACED ON 5'-0") UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. C3 FOOTING SECTION S2.0 SCALE: 1" = 1'-0" I' 2X STUD STAIR FRAMING PER ARCH. • FLOOR JOIST AND SHEATHING PER PLAN J SIMPSON CLIP AND NAILING PER SHEAR WALL SCHEDULE 1 SHEAR WALL SHEATHING AND NAILING PER PLAN 4 STAIR SECTION S2.0 SCALE: 1" = 1'-0" '2