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Specifications G), ts-Gv DEC 2 2015 BW D►NGpUHNO (VISION LATERAL CALCULATIONS FOR TROXEL #1355-A BEAVERTON, OREGON by RICHARD J. TURNER, P.E. DATE: 08/20/14 JOB NUMBER: R13242 tip PROFF;�. fl�4p I N 6F� 5899.9 E"_ %�✓ �. OREGON , 'EXP.DATE: 06-30-16 I I INDEX OF CALCULATIONS: PAGES DATE: 08/20/14 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 DETAILS: 11 TO 17 S S 28 28 MIN.6'-6" MIN,1-1-'--3" MIN.S'-4" A S to z I o � I o I N S I Z _ I � s _ o o z z_ S ch C/? M N. MIN. N 3,10, 0) i S MIN. i-0" MIN.7'-4" Mt I.3'-8" — -----———— ————— ———- � I I L----------� S S 28 28 F1 F2 UPPER 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. ij i p� rxr(aNCr D2 I MLIat.IW NS 4 11O1.DOWNS �, Ii € ntirJ. -6' PEI2 1/Sl j I 1 b iN. x 5 r WALT. S SEC:TIUN D4 j' EXTEND HOLDOWNS Ej PE121/St U i WALL d i �3 1 i srcTloN _ , j -- MIN, tA•-0.r� ( y D4 ( -- - ; D ' ��Luwiai IzooF SECTION i C0 D6 ---e2 — 1ERMMIN.2'-10KW* E? E2 8 8 r� F� MAIN FLOOR SHEARWALL PLAN NOTE: I. REFER TO FRAMINrG REQUIRI-IbIENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIRENIE:NTS. r� U' of k y D4 to ��• ''i 9f rl, of - °%. ° 7 of S 2 LO .I 11 li 1! II 1! fl I II fl fl I� �I � fl It !f 11 II II Or fJi I I I I I t! I i fl D4 �I I it II II II li it if II II II 1i I III II if II II II II If II If II Iil II ii II If II If II II fl it i II If II II II II I! II it fl II I P,� I � ISI II `I III II II if II 11 II II � I I I i i I O� ! II! If II it II II II II II it If I $Y I IIi Il if II II it If II 11 II II I i I III !1 1`i I i I I 11 11 11 11 If I I 1 1 i i II !f II If If fl 11 11II If it I IlI !I fill 11 11 it II II If 11 II I I ! If 11 II II I1 G; if II I) it 11 tl� i V. it II II II 11 II I I ( I fl fi i - •--------------------- WALL t l i II 11 li 1 I SECTION I I CO _— ---- i I i 1 S2 I i N L---------- ----------- U) --------- ----------U) `r - ---------- -------- 'o -------- -------- --� 1•f / � � P2 PARTIAL FOUNDATION PLAN R13242 TROXEL 1355 GOFFMOORE 071713.xlsx SEISMIC LOADS(2010 OSSC,ASCE 7-07-EQUIVALENT LATERAL FORCE) DIRECTION: FRONT-TO-REAR T Sa OCCUPANCY: 11 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: 26.500 FT 0.0920 0.691 Ss: 1.010 MAPS Sa=SDs T0: 0.1020 0.734 S1: 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 Shc: 0.374 EQ.11.4-0 1.1100 0.337 To: 0.102 1.2100 0.309 Ts: 0.510 1.3100 0.286 Ck 0.020 TABLE 12.8-2 1.4100 0.265 x: 0.750 TABLE 12.8-2 1 1.5100 1 0.248 Ta: 0.234 EQ,12.8-7 0.800 SEISMIC DESIGN 0.7C0 CATEGORY(.1 SEC): D TABLE 11.6-1 SEISMIC DESIGN 0.600 Q CATEGORY(1 SEC): D TABLE 11.6-2 0.500 R: 6.5 TABLE 12.2-1 0.400 0: 3.0 TABLE 12.2-1 0 ; SIMPLIFIED 0.300 lIo FORCE(V):Flo-.iRW W 0.200 Cs: 0.113 W(EQ.12.8-2) 0.100 Cs(MAX): 0.176 W(EQ.12.8-314) 0.000 1 CS(MIN): 0.010 W(EQ.12.8-5) 0 0.5 1 1.5 2 i CS(MIN,E F): 0.025 W(EQ.12.8-6) Cs(ACTUAL): 0.113 W O Serlesl EQ. LATERAL FORCE(V):1 0.1131W PAGE R13242 TROXEL 1355 GOFFMOORE 07 17 13.xlsx 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(1) rho k UPPER 584 292 1416 0 0.204 1.00 1 MAIN 1241 621 1333 0 0.204 1.00 1 BASE SHEAR HT W WIHI"k TOTAL W V V'.7 SUM'V' UPPER 19.0 24876 472644 24876 3792 2654 2654 12.8-11,12.8-12 MAIN 10.0 30084 300635 54960 2414 1690 4344 12.8-11.12.8.12 54959.5 773479 6206 4344 V(LBF): 6206 EQ.12.8-1 E(SEISMIC BASE SHEAR) V'.7(LBF): 4344 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 UPPER 584 292 1416 0 0.250 1.00 1 MAIN 1241 621 1333 0 0.403 1.00 1 BASE SHEAR _ HT W Will1"2 TOTAL W V V'.7 sum v UPPER 19.0 24876 472644 24876 3792 2654 2654 12.8-11.12.8-12 MAIN 10.0 30084 300835 54960 2414 1690 4344 12.8.11,12.8-12 54959.5 773479 6208 4344 V(LBF): 6206 EQ.12.8-1 E(SEISMIC BASE SHEAR) V'.7(LBF): 4344 2.4.1 ASD(L.C.5,8) PAGE / R13242 TROXEL 1355 GOFFMOORE 0717 13.xISx WIND LOADS MWFRS(2010 OSSC,ASCE 7-07) LOW-RISE BUILDING METHOD 2 FIGURE 6-10 DIRECTION: FRONT-TO-REAR WIND SPEED(MPH): 94.5 EXPOSURE: B BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT): LENGTH(HORIZONTAL,FT): 32.0 1: 1 15-20 WIDTH(TRANSVERSE,FT): 41.0 Kh: 0.7 0.7 ROOF MEAN HEIGHT(FT): 22,500 Kzt: 1 TOTAL ROOF HEIGHT (FT): 26.500 Kd: 0.85 GABLE(Y/N): V: 94.5 ROOF PITCH: 6 qh:l 13.60 THETA: 26.57 0.447 0.894 2e(FT): 8 POSITIVE NEGATIVE OPEN/ PARTIAL/ ENCLOSED ENCLOSED (GCpI) 0.18 1 -0.18 1 (FIGURE 6-5) P PSF (GCpq DESIGN PRESSURES(EQUATION 6.-18) FIGURE 6.10) +G i -Gc i TOTAL TOTAL 1 0.54969515 5.03 9.93 2 -0.0991454 -3.80 1.10 3 -0.4471747 -8.53 -3.63 2.12 2.12 4.73 4 -0.3906097 -7.76 -2.86 12.79 12.79 5 -0.45 -8.57 -3.67 6 -0.45 -8.57 -3.67 1 E 0.72778444 7.45 12.35 2E -0.1902831 -5.04 -0.14 3E -0.5849592 -10.41 -5.51 2.40 2.40 5.37 4E -0.5349592 -9.73 -4.83 17.18 17.18 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 UPPER 30-40 0.00 0.00 12.79 0.00 17.18 0 UPPER 25-30 0.00 0.00 12.79 0.00 17.18 0 UPPER 20-25 6.50 60.00 12.79 52.00 17.18 1661 UPPER 15-20 5.00 121.00 12.79 40.00 17.18 2235 3895 MAIN 0-15 10.00 255.00 12.79 80.00 17.18 4636 4636 608.00 TOTAL BASE SHEAR R:LIL31 PAGE R13242 TROXEL 1355 GOFFMOORE 0717 13.xISx WIND LOADS MWFRS(2010 OSSC, ASCE 7-07) LOW-RISE BUILDING METHOD 2 FIGURE 6-10 CONT.. DIRECTION:SIDE-TO-SIDE WIND SPEED: 94.5 EXPOSURE: B BUILDING DIMENSIONS: qh(MEAN ROOF HEIGHT): LENGTH(HORIZONTAL,FT): 32.0 I: 1 15-20 WIDTH(TRANSVERSE,FT): 41.0 Kh: 0.7 0.7 ROOF MEAN HEIGHT: 22.5 Kzt: 1 TOTAL ROOF HEIGHT (FT): 26.5 Kd: 0.85 GABLE(Y/N): V: 94.5 ROOF PITCH: 6 qh:l 13.60 THETA: 26.57 0.447 0.894 2a: 8 POSITIVE_ NEGATIVE OPEN/ PARTIAL/ ENCLOSED ENCLOSED (GCpi) 0.18 -0.18 (FIGURE 6-5) P _ PS (GCpi) DESIGN PRESSURES(EQUATION 6-18) (FIGURE 6-10) +Gc i -Gc i TOTAL TOTAL 1 0.54969515 5.03 9.93 2 -0.0991454 -3,80 1.10 3 -0.4471747 -8.53 -3.63 2.12 2.12 4.73 4 -0.3906097 -7.76 -2.86 12.79 12.79 5 -0.45 -8.57 -3.67 6 -0.45 -8.57 -3.67 1E 0.72778444 7.45 12.35 2E -0.1902831 -5.04 -0.14 3E -0.5849592 -10.41 5.51 2.40 2.40 5.37 4E -0.5349592 -9.73 4.83 17.18 17.18 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 0.00 0.00 12.79 0.00 17.18 0 UPPER 25-30 0.00 0.00 12.79 0.00 17.18 0 UPPER -20-25 6.50 272.00 12.79 52.00 17.18 4372 UPPER 15-20 5.00 177.00 12.79 40.00 17.18 2951 7323 MAIN 0-15 10.00 395.00 12.79 80.00 17.18 6426 6426 1016.00 TOTAL BASE SHEAR R:j 13750 PAGE R13242 TROXEL 1355 GOFFMOORE 07 17 13.xlsx WALL DISTRIBUTION SHEET DIRECTION:FRONT-TO-REAR WALL HEIGHT: 8 STORY: UPPER WALL WALL SEISMIC(S) S/L r(Q 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.) 0.5 Fl 24.50 1327 54 0.2 1948 79 79 TSN 636 1388 -752 NO 0.5 F2 39.00 1327 34 0.1 1948 50 50 TSN 400 2210 -1810 NO 1.00 2654 3895 DIRECTION:FRONT-TO-REAR WALL HEIGHT: 9 STORY: MAIN WALL WALL SEISMIC(S) S/L rQ) 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 14.50 2172 150 0.3 4266 294 294 D4 2648 1305 590 HDU2(2)2X 0.5 F2 37.00 2172 59 0.1 4266 115 115 TSN 1038 3330 4103 NO 1.00 4344 8531 i PAGE R13242 TROXEL 1355 GOFFMOORE 07 17 13.xlsx WALL DISTRIBUTION SHEET CONTINUED DIRECTION:SIDE TO SIDE WALL HEIGHT: 8 STORY: UPPER WALL WALL SEISMIC(S) SIL r(I) WIND(W) WIFT 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.) 0.35 S1 13.99 929 66 0.3 2563 183 183 TSN 1465 608 859 MSTC28 0.15 S2 6.00 398 66 0.2 1099 183 183 TSN 1465 260 1205 MSTC28 0 S3 0.00 0 0 0 0 0 0 — 0 0 0 NO 0 S4 0.00 0 0 0 0 0 0 — 0 0 0 NO 0.5 S5 22.99 1327 58 0.2 3662 159 159 TSN 1274 664 610 MSTC28 2654 7323 DIRECTION:SIDE TO SIDE WALL HEIGHT: 9 STORY: MAIN WALL WALL SEISMIC(S) S/L r(l) WIND(W) WIFT MAX. WALL UPLIFT DEAD(D) T-D HOLOOWN LINE LENGTH(L) LOAD LOAD WALL LOAD TYPE LOAD TYPE (FT) (LB.) (LB./FT) 0.4 (LB.) (LB.IFT) (LB./FT) (LB.) (LB.) (LB.) 0.13 S1 5.75 1354 235 0.3 3971 691 691 E2 6216 506 6569 HDU8 4X 0 S2 0.00 0 0 0 0 0 0 0 0 0 NO 0.12 S3 5.00 396 79 0.1 1297 259 259 D6 2075 990 1085 HDU2(2)2X 0.5 S4 18.00 845 47 0.1 3213 179 179 TSN 1428 1520 -92 NO 0.25 S5 9.50 1750 184 0.4 5268 555 555 D2 4436 563 4484 HDU4(2)2X 4344 13750 PAGE ` R13242 TROXEL 1355 GOFFMOORE 07 17 13.xlsx FOOTING DESIGN :ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1600 PSF DIRECTION:FRONT-TO-REAR FTG. FTG. WALL WALL DEAD STEEL REINF. WALL UNE UPLIFT DEPTH WIDTH DEPTH LENGTH MOMENT LOAD FTG. a REQUIRED T&B (PG. ) (PG. ) (IN.) (IN.) (IN.) (FT.) (K-LB) PLF (IN^2) F1 590 7 15 18 14.5 14 259 0.432 0.196 NONE F2 -4103 7 16 18 37 0 259 0.000 0.000 NONE :ONCRETE STRENGTH: 3 KSI WALL WIDTH: 8 IN STREEL STRENGTH: 60 KSI SOIL BEARING PRESSURE: 1600 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 (IN"2) S1 6569 14 18 0 2.875 21 263 1.330 0.603 245 BARS S2 0 7 15 18 0 0 259 0.000 0.000 NONE S3 1085 7 16 18 5 7 259 0.219 0.099 NONE S4 -92 7 16 18 18 0 259 0.000 0.000 NONE S5 4484 7 16 18 5.5 22 259 0.660 0.299 145 BAR 2 PAGE 10 A C7 z w ° 3 SLAB (THICKNESS PER a I cEb I DRAWINGS) WITH 6X6 -W 1.4 X W 1.4 WIRE MESH, 8" MIN. 6" LAP SPLICE 4 a d - xW a II � _ O 110 iv x A ° c I+ a HOLD-DOWN PER SHEAR WALL z � � II SCHEDULE d Q, a (3)-#4 CONTINUOUS BAR AT U TOP AND BOTTOM OF FOOTING (EXTEND REBAR AROUND CORNERS MIN. V-0") F-6" NOTE: ' 1. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. DRIVEWAY SURFACE NOT SHOWN. 1E QTI SZ SCALE: 1" = 1'-0" TYP. 2X STUD WALL AND EXTERIOR SHEAR WALL P.T. SILL PLATE WITH y�" MOP SHEATHING AND NAILING J-TYPE BOLT,EMBED 7" PER PER SHEAR WALL PLAN MIN. INTO STEM WALL (1)- #!4 VERTICAL BAR 24"O.C. WITH b"HOOK AT ��»» EACH END i 14 z x 14 UO �e �0c4R a v � c ° (2)-#4 CONTINUOUS BAR AT BOTTOM OF FOOTING AND (2)44 AT TOP OF STEM WALL i+�U (EXTEND REBAR AROUND 1'-3" 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. 2 FOO G 5ECTIMI SZ SCALE: NONE 8d @ X O.C.,TYP. ENTIRE LENGTH OF WALL 2X BLOCKING (2) 16d NAILS,TYP. AT TYP. ROOF SHEATHING EACH STUD AND NAILING MONO TRUSSES 2X WALL STUDS PER PLAN SHEAR WALL SHEATHING AND NAILING PER PLAN 16d NAILS @ 6" O.C., STRAP PER SHEAR Typ, ENTIRE WALL PLAN LENGTH OF BEAM TRUSS HANGER (BY OTHERS) (2) 16d NAILS :�� F 2X BLOCKING (2) 16d NAILS @ 8" O/C NOTE:THIS DETAIL IS FOR LATERAL TRANSFER ONLY, VERTICAL CONNECTIONS BY OTHERS. 3 E SZ SCALE: 1" = P-0" � 7 FLOOR JOIST AND SIMPSON CLIP PER SHEAR SHEATHING PER PLAN WALL SCHEDULE-, /4 SHEAR WALL SHEATHING AND NAILING PER PLAN 2X WALL STUDS PER PLAN PERPENDICULAR SIMPSON CLIP AND SILL PANEL EDGE NAILING PLATE NAILING PER SHEAFZ WALL SCHEDULEFLOOR JOIST AND SHEATHING PER PLAN DBL. TOP PLATE PARALLEL 2X %Vz\LL STUDS PER PLAN f'4 WALL SECTION \,S2) SCALE: NONE h_ ---2X STUD STRAP HOLDOWN PER PLAN -� FLOOR JOIST AND t SHEATHING PER PLAN f r SHEAR WALL SHEATHING AND NAILING PER PLAN 1 ��--SILL PLATE AND CLIP \ !� INFORMATION PER SHEAR WALL SCHEDULE SIMPSON 'MSTC28' STRAP AT/ \, EACH END OF BEAM f \ HEADER OVER WINDOW/DOOR WALL SECTION S2 SCALE: Y' = l'-0" PANEL EDGE } NAILING �l \ SIMPSON 'A35' CLIP PER SHEAR WALL SCHEDULE 2X BLOCK SHEAR WALL �` 1 SHEATHING, BREAK ON DBL. TOP PLATE � \ IMANUf ACTURED PANEL EDGE TRUSS (BY OTHERS) NAILING 1 \ DBL. TOP PLATE 6 WALL SECTION S2 SCALE: 1" = l'-O° EXTERIOR SHEATHING AND NAILING PER PLAN 2X STUD DECK JOIST AND HANGER PER PLAN WALL DECKING ALL STUD PER PLAN, INSTALL SIMPSON 'LS50' AT TOP OF STUD TO DBL. TOP PLATE AND BOTTOM OF STUD TO SILL PLATE, AT HOLDOWN j ANCHOR LOCATION ONLY j D SIivIPSON 'DTT22' ---�� �' SIMPSON 'VGT', FILL ALL HOLES (2) %"O X 4" LONG LEDGERLOK OR SIMPSON j 2XI0 P.T. LEDGER 'SDWS224001)13' a EACH STUD FDN. PER PLAN NOTE: I. THIS DETAIL DESIGNED FOR LITERAL FORCES ONLY, REFER TO ARCHITECTURAL PLANS FOR VERTICAL CONNECTION. 2. FLASHING BY OTHERS. 7 WALL SECTION SCALE: 1" = 1'-0"