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Report (18) fricreL0/6, /tab sit) ?°/`"7 JUL 2 8 2016 k.;li Or PARTIAL LATERAL ANALYSIS AND DESIGN FOR HENIN LOT 12 PORTLAND, OREGON by RICHARD J. TURNER, P.E. DATE: 07/26/16 JOB NUMBER: R16423 , ,0 V PRC1%) (eyGIN4 at* -58949Pe OREGON ch #$› e "7-464D EXP.DATE: 06-30-18 INDEX OF CALCULATIONS: PAGES DATE: 07/26/16 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 i -I (--I—Ir ' ci. -..".N.\\ DI (--- , _j _ J _ CM °° W _ii v ca• r �O J o L • • \ \ in I1 fh \\ \ aM. K i W i 11 _____I --) PARTIAL LATERAL O FOR REAR WALL Si S1 UPPER FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. II_x ' w t t 4i, 0. ,.R, -1 r iry M \ / W \ / NI / \ \ J C L CL / \\ DTT1Z / \\ / M L • / \ -+ R DG GC _ . w... 0. /I I '79' m /1 1 111114 ro 1 1 1 _ \.i e a ,/ m • a riZ DTT1Z oa I O -----) L -1-1-4,..... PARTIAL LATERAL FOR REAR WALL CI) MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. (--- q�v 94.0 IS*POIDATION VENT S. r k I— —1 qq P [ I ® I I ®_ l __I—T.__ �_F 1 _ _-_,� "a Ii ,' 0 - 0 _ i I , - - /_1 -1—I- 4• MINUS A�wON 4i:..�i II.} Lid I� - ,v D�6 PDN.WALL A6 -eL 4 TO ELOPE TO DRAIN VV/PT.MIN. } r - i SIRED FOR SND PROM REAR TO MRDNi WITH V7• ilk ACRON 6AR1BE E>4•AN610N JOINTS A6 NEED[D� I _ I I I may. li li _ 0-4 0 0 III 1 i 9 iqj .5' dr-ue li- 6 6•CONE STEM �•• R11 #i,{LOCK VCE AND ' - 4 - 0 - - �.. I O HALL ON*NAV PROVIDE PLOW y c- qr O .POOTPid P %816b I yi 1'.J v N.-6) tf 69I� -1 T.6• 6�i• s'-e• .. F,66• q, 341• 1 r-- , 4 �� ALP;-1 •t_, 1iI �-• IIIII silii m• ‘1"410) p. 6I .. 3E ....II .0 — q AIWA • J — — 111-1 — --- r Z---T0, II � �II N —1 , �T wIF,. - Ia4y.l Q Q it 1 , -- I I I I I I I I O r .- Yir --4�� 4.-1. - £ - O - O — J-I qc , _I I 7 A ® s ,$yWTI I11.6 8'4 • L J 4q c 8Op - - p - T1 - - _}- - - - _ - - - - } - `J' ��' MOM Til L —R Ia-�• . — —4 s-I — ,� I 0� - �jj - ,� — O - 4-1. T0q i n "��r•„s•coNr MOTHS I - 1�\ p �`�\� ��— �' — I El 0 — 0 — V r=— . �� — 11 /I 'eml''--1 • f --ta--7-ill I——,.`. 23Y-----1 1 1220.ti e —� r H I—t H r• +><-I /, I 4 (Aet•) ��� L .1-1 t----- J PARTIAL LATERAL �/!F-6J FOR REAR WALL PARTIAL FOUNDATION PLAN FOUNDATION NOTES 1. REFER TO MAIN FLOOR SHEAR WALL PLAN FOR HOLDOWN SIZE. 2. THIS DRAWING IS FOR LATERAL INFORMATION ONLY, REFER TO ARCHITECTURAL PLANS FOR ALL OTHER INFORMATION. R16423 HENIN LOT 12 LAD 07 26 16.x1sx 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 hn: 29.75 FT 0.0920 0.691 Ss: 1.010 MAPS Sa=SDs TO: 0.1020 0.734 Si: 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:Ss IS DETERMINED 0.8100 0.462 Sml: 0.561 EQ. 11.4-2 BY FIG.22-1,3,5,6 0.9100 0.411 Sds: 0.734 EQ. 11.4-3 S1 IS DETERMINED 1.0100 0.371 Shc: 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: 0.255 EQ. 12.8-7 0.800 SEISMIC DESIGN 0.700 if. CATEGORY(.1 SEC): D TABLE 11.6-1 0.600 SEISMIC DESIGN CATEGORY(1 SEC): D TABLE 11.6-2 0.500 • R: 6.5 TABLE 12.2-1 W: 2.5 TABLE 12.2-1 0.400 ' SIMPLIFIED 0.300 FORCE(V): 0.135 W 4, 0.200 Cs: 0.113 W(EQ. 12.8-2) 0.100 Cs(MAX): 0.161 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 R16423 HENIN LOT 12 LAD 07 26 16.xlsx 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 UPPER 954 477 1559 0 0.250 1.00 1 MAIN 1431 716 1757 0 0.250 1.00 1 BASE SHEAR HT W WiHiA2 TOTAL W V V*.7 SUM V UPPER 20.0 31587 631740 31587 4881 3417 3417 12.841,12 MAIN 10.0 36889 368885 68476 2850 1995 5412 12.8-11,12 68475.5 1000625 7732 5412 V(LBF): 7732 EQ. 12.8-1 E(SEISMIC BASE SHEAR) V*.7(LBF): 5412 2.4.1 ASD(L.C. 5,8) PAGE R16423 HENIN LOT 12 LAD 07 26 16.xlsx 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): 41.0 I: 1 WIDTH (TRANSVERSE, FT): 65.0 Kh: 0.7 ROOF MEAN HEIGHT: 24.9 Kzt: 1 TOTAL ROOF HEIGHT (FT): 29.8 Kd: 0.85 GABLE (YIN): V: 92.952 ROOF PITCH: 9 qh: 13.16 THETA: 36.87 0.600 0.800 2a: 8.2 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 0.560 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: SIDE TO SIDE DIAPHRAGM BUILDING TRIBUTARY PROJ PROJ STORY LEVEL HEIGHT HEIGHT AREA qh: AREA qh: V(LBS) SHEAR INTERIOR INTERIOR END END UPPER 30-40 5.00 0 12.24 0 15.40 0 UPPER 25-30 5.00 138 12.24 41 15.40 2320 UPPER 20-25 5.00 229 12.24 41 15.40 3434 UPPER 15-20 5.00 247 12.24 41 15.40 3654 9409 MAIN 0-15 10.50 550 12.24 86 15.40 8056 8056 1373.00 TOTAL BASE SHEAR R: 17465 PAGE R16423 HENIN LOT 12 LAD 07 26 16.xlsx WALL DISTRIBUTION SHEET CONTINUED DIRECTION: SIDE TO SIDE WALL HEIGHT: 9 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) 0.3 (LB.) (LB./FT) (LB./FT) (LB.) (LB.) (LB.) 0.25 Si 8.00 854 107 0.3 2352 294 294 PRESC 2646 720 1926 PRESC 0.5 S2 29.00 1708 59 0.2 4704 162 162 PRESC 1460 2610 -1150 PRESC 0.25 S3 27.42 854 31 0.1 2352 86 86 D6 772 2467 -1695 NO 1.00 3417 9409 NOTE:WALL LINE S1 AND S2 CONFORM TO PRESCRIPTIVE CODE,NO ANALYSIS NECESSARY. WALL LINE S3 TO BE APB (4)LOCATIONS) 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.) 0.25 51 8.00 1353 169 0.3 4366 546 546 PRESC 4912 1080 5758 PRESC 0.5 S2 29.00 2706 93 0.2 8732 301 301 PRESC 2710 1710 -150 PRESC 0.25 S3 13.67 1353 99 0.2 4366 319 319 D4 2875 1250 -70 NO 1.00 5412 17465 NOTE:WALL LINE S1 AND S2 CONFORM TO PRESCRIPTIVE CODE,NO ANALYSIS NECESSARY. WALL LINE S3 TO BE APB (4)LOCATIONS) PAGE 1 __ R16423 HENIN LOT 12 LAD 07 26 16.xlsx CONCRETE STRENGTH: 2.5 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.) (14-1.-LB.) PLF (INA2) S1 5758 7 15 18 2.00 15 259 0.56 0.21 PRESC S2 -150 7 15 18 29.00 0 259 0.00 0.00 PRESC S3 -70 7 15 18 13.67 0 259 0.00 0.00 1-#4 BAR PAGE I