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Specifications A $1-zDIL- 00I7ZO 11 ULiv SG , Lc ,IURNER --- RECEIVED ENGINEERING 8 DESIGN AUG 3 0 2012 CITY OF TIGARD BUILDING DIVISION LATERAL CALCULATIONS FOR WHITEOAK LOT #3 TIGARD, OREGON by RICHARD J. TURNER, P.E. DATE: 06/26/12 JOB NUMBER: R12148 �`� PR� _si GINF� �� 12* 589E r / OREGON cb 1>C 0/5, #�Q EXP.DATE: 06-30-2014. 3131 SW Orchard Place,Gresham,OR 97080 • Office:(503)665-1143 • Cell:(503)970-8807 • Email:rj.turner@comcast.net f , INDEX OF CALCULATIONS: PAGES DATE: 06/26/12 SHEAR WALL PLANS: 1 TO 4 SEISMIC LOADS: 5 TO 6 WIIND LOADS: 7 TO 8 WALL DISTRIBUTION: 9 TO 10 FOOTING DESIGN: 11 DETAILS: 12 TO 23 Ank 0 Ala � Mr M A o „„,„,e . :;,...4_„ ,..._v ,,7_,v,,z 0 I eir BONUS RM. 0 ina • ® DN. 111111 Mr om �� MI W rMIN. 16 S" AL am= 11111 w :ems Aik CV N WALL ca N SECTION z o o C F2 1 3RD STORY S H EARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. I 711 ' , , 1 , S A& 28 28 ® MI .... MIN. 10 8" ® 1 S1)M. B. ____(I' . M. SUITE z;: .: WALL 6 - ank SECTION _ 0WF ____,) . O 'Co MIN. 11 .o BED. , S � :. W.I.C. - _ SIMPSON'MTS3028' o STRAP TO BEAM CORNER PLAN BELOW VIEW PER 11/S2 o WALL\.. 'r='' iiii .. SECTION f' `: 6 \ 12'_4' CORNER PLAN illi II 1D4 VIEW PER 11/S2 BATH 40 Ala iii. Mr M= HOLDOWN r STRAP TO N DBL.STUD Arik . BELOW 2 Mr \ BES. •3 z'' UTIL. O ::.••..... .. :,,MIN.• SIN. MIN. MIN. 2'-9" 2'-9" ® 33 33 S \ :1) 28 (ID 2 F1 UPPER STORY SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. 1. f I 1 1 D4 v ® MIN.5'- ' TIN.5'-7" e ` KITCHEN `'` 10 GREAT-RM.. ] S2 BLOCKING S G BELOW SHEAR «✓moi �\ / CD ::�: WALL Oo SIMPSON'MTS30' I MIN. 11'-0" S ;. STRAP TO BEAM N 0 °w E2_2( 6 2 5 ) s2 GARAGE •o :e O — .•v \ - PWDR. BLOCKING BELOW S SHEAR WALL o :i N® �— o4' • \ / z': ALIG I BL.DSTUD • WIT SHEAR WAIL /STRAP ABOVE o S I - / GABA �.:. FL 2iii WALL S2 ❖.,.,.❖.❖._... SECTION O – ••MIN. 0 1'-10'/2" 1'-10Y2" D2 D2 © s2 © S2 S2 WALL ELEVATION, OPP F2 F1 MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. S l 1 4 6 `t4, ,S4 , � � O �- \iiS2 v ....._........._.. .... 4v II TI I1 II - II II II I 1 II II II II r II II II II II II II. II II I 11 II II II I I I I► II II II II IMI —ioI I �q1 X1�11;,- E u EI CD �_..ic j) (�� k��y_ I I I I �t Mrd I I I I I I Q*;moo S2. �� I I r— I I -- , 's: �'<`',,, II 11-11 I 1/ -1 1% I 1 _I O `TIS ` , -�J II t\I I II ^ II 11 it 6.r. II r � II 41/ . I/ `.p/ • II ( r' i II fi id I AL II II �I 2 I • 11 52 I Anik JLC 1 11 I\X ® 1 1 r-h ;. CD •• Jr,-1 `-,. i F2 F1 PARTIAL FOUNDATION PLAN 1 AK LOT 3 L ---.xsx SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE) DIRECTION: FRONT-TO-REAR T Sa OCCUPANCY: II TABLE 1-1 EQ 9.4.1.2.6-1 0 0.294 SITE CLASSIFICATION: D TABLE 20.3-1 0.0820 0.648 hn: 31.750 FT 0.0920 0.691 Ss: 1.010 MAPS Sa=SDs TO: 0.1020 0.734 SI: 0.319 MAPS 0.2 0.734 I: 1.000 TABLE 11.5-1 Ts: 0.5100 0.734 Fa: 1.090 TABLE 11.4-1 EQ 9.4.1.2.6-2 0.6100 0.614 Fv: 1.760 TABLE 11.4-2 0.7100 0.527 Sms: 1.101 EQ. 11.4-1 0.8100' 0.462 Sm1: 0.561 EQ.11.4-2 0.9100 0.411 Sds: 0.734 EQ.11.4-3 1.0100 0.371 Sd1: 0.374 EQ. 11.4-4 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: 0.268 EQ.12.8-7 1 0.800 SEISMIC DESIGN CATEGORY(.1 SEC): D TABLE 11.6-1 0.700 • SEISMIC DESIGN • O CATEGORY(1 SEC): D TABLE 11.6-2 f 0.600 R: 6.5 TABLE 12.2-10.500 • S2: 3.0 TABLE 12.2-1 • SIMPLIFIED. 0.400 •• ♦Seriesl FORCE (V):1 0.13551W 0.300 • • •.. Cs: 0.113 W(EQ. 12.8-2) 0.200 Cs(MAX): 0.154 W(EQ. 12.8-3/4) 0.100 CS(MIN): 0.010 W(EQ. 12.8-5) CS(MIN,E F): 0.025 W(EQ. 12.8-6) 0.000 Cs(ACTUAL): 0.113 W 0 0.5 1 1.5 2 EQ. LATERAL FORCE (V): 0.113 W / PAGE 4 R12148 WHITEOAK LOT 3 LAD xisx SEISMIC LOADS (2010 OSSC, ASCE 7-07 - EQUIVALENT LATERAL FORCE) BASE SHEAR AND FLOOR DISTRIBUTION SEISMIC LOAD: FRONT TO REAR DIRECTION BUILDING WEIGHTS: ROOF DIAPH. 12 EXTERIOR WALL: 10 MISC.: 0 FLOOR DIAPH: 10 INTERIOR WALL: 7 EXT. WALL INTERIOR DIAPH. MISC AREA WALL AREA AREA AREA r(i) rho k ROOF 376 188 610 0 0.000 1.00 1 UPPER 912 456 1044 0 0.252 1.00 1 MAIN 1206 603 1044 0 0.125 1.00 1 BASE SHEAR HT W WIHI^k TOTAL W V V*.7 SUM'V' ROOF 28.5 12396 353286 12396 2295 1606 1606 12.8-11,12.8-12 UPPER 20.0 22752 455040 35148 2956 2069 3675 12.8-11,12.8-12 MAIN 10.0 26721 267210 61869 1736 1215 4890 12.8-11,12.8-12 61869 1075536 4691 4890 V(LBF): 6986 EQ. 12.8-1 E(SEISMIC BASE SHEAR) V*.7(LBF): 4890 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: 10 INTERIOR WALL: 7 EXT. WALL INTERIOR DIAPH. MISC AREA WALL AREA AREA AREA r(i) rho k ROOF 376 188 610 0 0.385 1.00 1 UPPER 912 456 1044 0 0.334 1.00 1 MAIN 1206 603 1044 0 0.399 1.00 1 BASE SHEAR HT W WiHi^2 TOTAL W V V*.7 SUM'V' ROOF 28.5 12396 353286 12396 2295 1606 1606 12.8-11,12.8-12 UPPER 20.0 22752 455040 35148 2956 2069 3675 12.8-11,12.8-12 MAIN 10.0 26721 267210 61869 1736 1215 4890 12.8-11,12.8-12 61869 1075536 4691 4890 V(LBF): 6986 EQ. 12.8-1 E(SEISMIC BASE SHEAR) V*.7(LBF): 4890 2.4.1 ASD(L.C.5,8) PAGE l.0 . R12-148-WHITEOAK-LOT 3 LAD.xlsx WIND LOADS MWFRS (2010 OSSC, ASCE 7-07) LOW-RISE BUILDING METHOD 2 FIGURE 6-10 DIRECTION: FRONT-TO-REAR WIND SPEED(MPH): 100 EXPOSURE: B BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT): LENGTH (HORIZONTAL, FT): 54.0 I: 1 15-20 WIDTH (TRANSVERSE, FT): 44.0 Kh: 0.7 0.7 ROOF MEAN HEIGHT(FT): 32.2 Kzt: 1 TOTAL ROOF HEIGHT (FT): 35.8 Kd: 0.85 GABLE(Y/N): V: 100 ROOF PITCH: 6 qh: 15.23 THETA: 26.57 0.447 0.894 2a(FT): 8.8 POSITIVE NEGATIVE OPEN/ PARTIAL/ ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5) P (PSF) (GCpf) DESIGN PRESSURES(EQUATION 6-18) (FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL 1 0.54969515 5.63 11.11 2 -0.0991454 -4.25 1.23 3 -0.4471747 -9.55 -4.07 2.37 2.37 5.30 4 -0.3906097 -8.69 -3.21 14.32 14.32 5 -0.45 -9.60 -4.11 6 -0.45 -9.60 -4.11 1E 0.72778444 8.34 13.83 2E -0.1902831 -5.64 -0.16 3E -0.5849592 -11.65 -6.17 2.69 2.69 6.01 4E -0.5349592 -10.89 -5.41 19.23 19.23 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 ROOF 30-40 5.75 33.00 14.32 10.00 19.23 665 2729 ROOF 25-30 5.00 85.00 14.32 44.00 19.23 2064 UPPER 20-25 5.00 40.00 14.32 44.00. 19.23 1419. UPPER 15-20 5.00 61.00 14.32 44.00 19.23 1720 3139 MAIN 0-15 10.00 132.00 14.32 88.00 19.23 3583 3583 581.00 TOTAL BASE SHEAR R: 9451 PAGE R12148 WHITEOAK LOT 3 LA .xlsx WIND LOADS MWFRS (2010 OSSC, ASCE 7-07) LOW-RISE BUILDING METHOD 2 FIGURE 6-10 CONT.. DIRECTION: SIDE-TO-SIDE WIND SPEED: 100 EXPOSURE: B BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT): LENGTH (HORIZONTAL, FT): 54.0 I: 1 15-20 WIDTH (TRANSVERSE, FT): 44.0 Kh: 0.7 0.7 ROOF MEAN HEIGHT: 32.2 Kzt: 1 TOTAL ROOF HEIGHT (FT): 35.8 Kd: 0.85 GABLE(Y/N): V: 100 ROOF PITCH: 6 qh: 15.23 THETA: 26.57 0.447 0.894 2a: 8.8 POSITIVE NEGATIVE OPEN/ PARTIAL ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5) P (PSF) (GCpf) DESIGN PRESSURES(EQUATION 6-18) (FIGURE 6-10) (+Gcpi) (-Gcpi) TOTAL TOTAL 1 0.54969515 5.63 11.11 2 -0.0991454 -4.25 1.23 3 -0.4471747 -9.55 -4.07 2.37 2.37 5.30 4 -0.3906097 -8.69 -3.21 14.32 14.32 5 -0.45 -9.60 -4.11 6 -0.45 -9.60 -4.11 1E 0.72778444 8.34 13.83 2E -0.1902831 -5.64 -0.16 3E -0.5849592 -11.65 -6.17 2.69 2.69 6.01 4E -0.5349592 -10.89 -5.41 19.23 19.23 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 ROOF 30-40 5.75 8.00 14.32 4.00 19.23 192 2585 ROOF 25-30 5.00 108.00 14.32 44.00 19.23 2393 UPPER 20-25 5.00 136.00 14.32 44.00 19.23 2794 UPPER 15-20 5.00 186.00 14.32 44.00 19.23 3510 6305 MAIN 0-15 10.00 386.00 14.32 88.00 19.23 7221 7221 1048.00 TOTAL BASE SHEAR R: 16110 PAGE lJ 1 , 1 i R12148 WHITEOAK LOT 3 LAD.xlsx WALL DISTRIBUTION SHEET DIRECTION: FRONT-TO-REAR WALL HEIGHT: 8 STORY: UPPER WALL WALL SEISMIC(S) SIL 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 F1 19.83 803 40 0.3 1364 69 69 TSN 550 1124 -574 NO 0.5 F2 36.41 803 22 0.1 1364 37 37 TSN 300 2063 -1763 NO 1606 2729 DIRECTION:FRONT-TO-REAR WALL HEIGHT: 8 STORY: MAIN WALL WALL SEISMIC(S) SIL 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) 0.1 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0.5 F1 40.00 1838 46 0.1 2934 73 73 TSN 587 1133 -1120 NO 0.5 F2 34.41 1838 53 0.1 2934 85 85 TSN, 682 975 -2056 NO 1.00 3675 5868 DIRECTION:FRONT-TO-REAR WALL HEIGHT: 9 STORY: LOWER 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) 0.1 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0.5 F1 43.00 2445 57 0.1 4726 110 110 TSN 989 2437 -2568 NO 0.5 F2 33.75 2445 72 0.1 4726 140 140 TSN 1260 1913 -2709 NO 1.00 4890 9451 PAGE - - - R121f48 WHITEOAtf LOT 3 LA - WALL DISTRIBUTION SHEET CONTINUED DIRECTION: SIDE TO SIDE WALL HEIGHT: 8 STORY: UPPER 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) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0 S1 0.00 0 0 0 0 0 0 - 0 0 0 NO 0 -- 0 0 0 NO 0 S2 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0 S2A 0.00 0 0 0 0 0 0.5 S3 16.66 803 48 0.3 1292 78 78 TSN 621" 944- -323 NO 0 S4 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0 S5 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0 S6 0.00 0 0 0 0 0 0 - 0 0 0 NO 0.5 S7 13.00 803 62 0.4 1292 99 99 TSN 795 802 -6 NO 1.00 1606.3 2584.7 DIRECTION: SIDE TO SIDE WALL HEIGHT: 8 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.) 0.11 51 7.00 227 32 0.1 691 99 99 TSN 789 397 393 MSTC28 0.09 S2 5.50 178 32 0 543 99 99 TSN 789 312 478 MSTC28 0.34 S2A 12.33 1512 123 0.3 3451 2808 2880 D4 22039 6999 15040 MST 40 0 S3 0.00 0 0 0 0 0 - 0 0 0 NO NO 0 S4 0.00 0 0 0 0 0 0.3 S5 10.83 630 58 0.2 1919 177 177 TSN 1417 614 804 MSTC28 0 S6 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0.16 S7 15.00 1129 75 0.2 88892286 152 152 TSN 1219 850 363 MSTC28 1.00 3675.2 DIRECTION: SIDE TO SIDE WALL HEIGHT: 9 STORY: LOWER 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) 0.4 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0 51 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0.3 S2 8.25 1374 167 0.3 4780 579 579 D2 5215 667.5 5025 HDU5(2)2X 0 -- 0 0 0 NO 0 S2A 0.00 0 0 0 0 0 0 - 0 0 0 NO 0 S3 0.00 0 0 0 0 0 0.5 S4 11.00 2144 195 0.4 7600 691 691 E2 6218 750 5468 HDU5(2)2X 0 S5 0.00 0 0 0 0 0 0 -- 0 0 0 NO 0.2 S6 10.83 1372 127 0.3 3730 344 344 D4 3099 744.99 2354 HDU2(2)2X 0 S7 0.00 0 0 0 0 0 0 -- 0 0 0 NO 1.00 4890.1 16110 PAGE ,0 R12148 WHITEOAK LOT 3 LAD.xlsx FOOTING DESIGN :ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF DIRECTION: FRONT-TO-REAR FTG. FTG. WALL WALL DEAD STEEL REINF. WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENT LOAD FTG. a REQUIRED T&B (PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (K-LB) PLF (INA2) Fl -2568 8 16 18 43.00 0 283 0.00 0.00 NONE F2 -2709 8 16 18 33.75 0 283 0.00 0.00 NONE :ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1500 PSF DIRECTION: FRONT-TO-REAR FTG. FTG. WALL WALL DEAD STEEL REINF. WALL LINE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENT LOAD FTG. a REQUIRED T&B (PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (FT.-LB.) PLF (INA2) S1 0 8 16 16 0.00 0 267 0.00 0.00 NONE S2 5025 12 20 0 2.00 10 250 0.97 0.44 2-#5 BARS ' 'Z S2A 0 8 16 18 0.00 0 283 0.00 0.00 NONE S3 0 8 16 18 0.00 0 283 0.00 0.00 NONE S4 5468 8 16 18 11.00 22 283 0.65 0.29 1-#5 BAR .72 '2_- S5 0 8 16 18 0.00 0 283 0.00 0.00 NONE S6 2354 8 16 18 10.83 2 283 0.07 0.03 1-#4 BAR cVl 52_ S7 0 8 16 18 0.00 0 283 0.00 0.00 NONE S2 5025 8 16 18 4.50 22 283 0.63 0.28 1-#5 BAR 2\.S Z PAGE k 1 , /10 z 0 H CNI W > I I I W SLAB (THICKNESS PER m 1 I w o0 ARCHITECTURAL •i'" ¢ DRAWINGS) WITH 6X6 -W1.4 X W1.4 WIRE MESH, 1 > 8" MIN. 6" LAP SPLICE -A II a ri a Co ° II ° il V (24 W 7 o Q a I1 zd • I I HOLD-DOWN PER SHEAR WALL W * rH-, a SCHEDULE V ° ° (2)-#4 CONTINUOUS BAR AT t_ CENTER OF FOOTING U (EXTEND REBAR AROUND CORNERS MIN. 5'-0") 1'-8" NOTE: 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. DRIVEWAY SURFACE NOT SHOWN. C1 FOOTING SECTION S2 SCALE: 1" = 1'-0" I 2, 2X STUD WALL EXTERIOR SHEAR WALL P.T. SILL PLATE WITH Y2" SHEATHING AND NAILING J-TYPE BOLT, EMBED 7" PER SHEAR WALL PLAN MIN. INTO STEM WALL (1) - #4 VERTICAL BAR @ 4 : IIIIIIIII � F: 24" O.C. WITH 6" HOOK AT F'0QW EACH END i s W 1 U 0 O a • $ W a - 4 a It: a . a i1 (2)-#4 CONTINUOUS BAR AT BOTTOM E.0 U OF FOOTING AND (2)-#4 AT TOP OF 1'-3°' STEM WALL (EXTEND REBAR AROUND CORNERS MIN. 5'-0") NOTE: 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. 0 FOOTING SECTION SCALE: NONE Ij 2X STUD WALL EXTERIOR SHEAR WALL P.T. SILL PLATE WITH 1/2" SHEATHING AND NAILING J-TYPE BOLT, EMBED 7" PER SHEAR WALL PLAN MIN. INTO STEM WALL (1) - #4 VERTICAL BAR @ ��A 24" O.C. WITH 6" HOOK AT H Q W EACH END 1 M a w U wM Q O e a 8" z 4" SLAB PER ARCH. PLANS `° A a (2)-#4 CONTINUOUS BAR AT BOTTOM Cr; U OF FOOTING AND (2)-#4 AT TOP OF 1'-3°' STEM WALL (EXTEND REBAR AROUND NOTE: CORNERS MIN. 5'-0") 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. FOOTING SECTION SCALE: NONE I � 1 1 2X STUD WALL EXTERIOR SHEAR WALL P.T. SILL PLATE WITH %2" SHEATHING AND NAILING J-TYPE BOLT, EMBED 7" PER SHEAR WALL PLAN MIN. INTO STEM WALL -.1014111 (1) - #4 VERTICAL BAR @MIP 11111.1111111 24" O.C. WITH 611 HOOK AT EACH END W U U aG O11 > 0O0 cia2 II 4 n v (2)-#4 CONTINUOUS BAR AT BOTTOM cf, OF FOOTING AND (1)-#4 AT TOP OF U STEM WALL (EXTEND REBAR AROUND 1'-3°' CORNERS MIN. 5'-0") � a NOTE: 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. 4 FOOTING SECTION S2 SCALE: NONE PANEL EDGE NAILING �•04' 0/C, TYP. TRUSS TOP ,00 CHORD 11041 TRUSS PER PLAN i ROOF TO WALL SECTION SCALE: 1" = 1'-0" FLOOR JOIST AND SIMPSON CLIP PER SHEAR SHEATHING PER PLAN WALL SCHEDULE 111P- 11.11.10 SHEAR WALL SHEATHING AND NAILING PER PLAN i 2X WALL STUDS PER PLAN PERPENDICULAR PANEL EDGE NAILING SIMPSON CLIP AND SILL PLATE NAILING PER SHEAR WALL SCHEDULE FLOOR JOIST AND SHEATHING PER PLAN 11111111 DBL. TOP PLATE •PARALLEL 2X WALL STUDS PER PLAN 6 WALL SECTION S2 SCALE: NONE 1 2X STUD STRAP HOLDOWN PER PLAN FLOOR JOIST AND SHEATHING PER PLAN SHEAR WALL SHEATHING ; AND NAILING PER PLAN SILL PLATE AND CLIP INFORMATION PER SHEAR WALL SCHEDULE SIMPSON 'MSTC28' STRAP AT/ EACH END OF BEAM HEADER OVER WINDOW/DOOR WALL SECTION d SCALE: 1" = 1'-0" 1 (6 AW OQ O O TYPICAL EXTERIOR z SHEATHING AND NAILING O 91 g �' SIMPSON 'MSTC40' STRAP, _�/r—A—IW'—�_A� FILL ALL HOLES j END OF •°• / o•/��/'-� • SHEAR • • / - • WALL PANEL \ • • ° "••°� ,°. BEAM PER ARCHITECTURAL :i • •. •• • /. •° PLAN, CONTINUE BEAM TO l' ° END OF SHEAR WALL PANEL • • • ••� •2 • / /•-•'-`4 . ~''---- 4X6 DFL-#2 NAILER °o / o• . • SIMPSON LIPS (2) ON FRONT SIDE . • • • (2) ON THE OTHER ((4) TOTAL) • • `O SHEAR WALL SHEATHING i iA���� AND NAILING PER PLAN 0 eri 1 ....... . . ... DOUBLE 2X STUD AT EACH END o //0 %I OF PANEL, FACE NAIL STUDS 60 R,..oTOGETHER WITH 16d NAILS @ 6 �� .IJ� O.C. (STAGGER NAILS), U.N.O. ra / SILL PLATE PER SHEAR diced■%► ■m AMIEWALL SCHEDULE q I ! IIIi it II _ ilk II IL_ _ _ u u M IIII 8 SHEAR WALL ELEVATION VIEW S2 SCALE: NONE HOLDOWN PER PLAN 16d NAILS @ 4" 0/C 2X STUDS PANEL EDGE NAILING FLOOR SHEATHING PER SHEAR WALL AND NAILING SCHEDULE 1 1� I I BEAM PER PLAN frA 9 WALL SECTION S2 SCALE: 1" = l'-0" 2� 16d NAILS @ 3" O.C., TYP. ENTIRE LENGTH OF STUD SHEARWALL SHEATHING AND NAILING PER SHEAR WALL PLAN SHEARWALL SHEATHING AND NAILING PER SHEAR WALL PLAN 11 CORNER PLAN VIEW S2 SCALE: 1" = 1'-0" . , 7 1 8d NAILS @ 6" O.C., TYP. ENTIRE BEAM HOLDOWN STRAP TYPICAL FLOOR PER PLAN SHEATHING PER PLAN 2X STUD BEAM PER PLAN 1 RIM JOIST PER PLAN \i .1v SIMPSON CLIP PER SHEAR WALL SCHEDULE .. :, c''N, SIMPSON 'MTS30' STRAP, 2X STUD LOCATION PER PLAN SHEAR WALL SHEATHING AND NAILING PER SHEAR �'G_____, WALL PLAN 12 WALL SECTION S2 SCALE: 1°' = 1'-0" wIt 2�