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Specifications M 2soa- \`kN2-* • • ELL10570 SE Washington St • Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 RECEI VED LATERAL ANALYSIS DEC 1 1 2018 CITyoeUtiONG TIGARD October 5, 2018 DIVISION Mascord Plan: 22199 - SOLSTICE CUSTOM HOMES IRMA DELL BUTTERFIELD PARK - LOT 6 TIGARD, OR 97224 120 mph Ultimate Wind, Exposure B Seismic Category D 2015 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering cy -0 PRO,t Project Number: r �(4, �`�y 180311 5838P v. ivr' 0 Gory 9'1111r/ 0� 22 ��`, fir, �o EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. 11.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES -- - ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Y Page 2 di/' V7 It' .,--- 1 -- . --,, . 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ENOINEEPIP.5 355,0 5r.W531411i5t.5T.ET SU 20 ,MI 254.614, POP,A1+5 9. l'q^.5 F..3t/5+4,61 Page 5 DATE: 1005/18 PROJECT: 22199 - SOLSTICE CUSTOM HOME WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 4 ft V1 53 53 1261 least horizontal dimension, b = 4ft V2 37 32 72 100 2989 V3 38 34 69 125 3134 a=min(01b. 0.4h) ,= mev(3'. 0.04b) 0 0 V5 29 30 56 121' 2644 01b = 4.5 ft V6 42 30 65 112 3045 0.4h = 8.6 ft V7 57 64 1401 min = 4.5 ft' O 0 0 0 3' = 3M D . 0 0.04b = 18 ft 0 0 max= 3 0 0 0 0 a = 4.5 # 0' ' 0 3u = 9 ft O 0 0 0 roof rise, y =| �BU [N1 230 4002 nm/run' x =� ' 12 M2 11S. 33 153 5583 orctan(y/x) = 2G57 DEG � M3 86 154 4683 M4 36 839 =MEM paf M5 70 184 4833 B =MEM pof M6 98 131' 4563 C = psf M7 40 40 117 3260 D = 6.4 psf 0 0 0 0 O 0 0 ^ ` 0 0 0 0 0 0 ^ 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 O ` 0 0 0 0 0 U' 0 0 0 0 0 0 0 0 O- 0 0 0 0 0 0' O • 9 9 ,e, Ptge 6 . 1111111- ______7 _ . 1 , 4 i 4 4 1 1 I 4 °1 . I 1 1 4 1 t 4 I I I I I t ; I t 4 1 4 4 4 i 4> 1. . I 4 MASTER 11 _ 1 , , I t 1 - . I 1 li_u_l. . I . 17 , . T i BR. T iir , DAMES RM. IP , i , 0 , N i , ...,_ t I Sr ———-------__ . 4 .4--- r \.> n • 0. 1 . I .. I • 4 44, ; 9 42L—r) L . 1 1 1 4.. 4 ALIGN N.D • \ ..4) I THIS ENG \11•44410i.170.1444 I BELOW 4 — BR, 3 , , , I 1 I 1 22199 IIIEDPER POO 1 ' PLAN NV atr"oue It ROWELL scALE .1/8" • 1,404 ENGINEERING, LLC S.,SSI.JCTssCiost_ ENG,NEES,NO .5,0 SS WASsestsos.ssHErs sSS IsO PH lb011 SOss.sox POOTsssO OR VOs rAh,os.1.254.4541 . ,........, . , Page 7 . _ .6 ti .„, . Am. my . ED r-- 0, 1 Er--__,-... ---................_... L,....., Oh -11= T.,1. J i. , L 1-.)ININ T eTOR. I GREAT M. „,,,) . c- 1 1.17,-.-N--1-- GARAGE ,.„, ,, , EXTEND SNEAR WALL TNRCuGN. INTERSECTING WALL 07 L''' .2s,i I i .,46, lir , WRAP STRAP Ancuit)en ow DISL AT , 1 : ALIGN Wi RD ACOVE / NV e ...2 .• -. —, La • 3 •1 F9-r-ER , C:1 r•-• ad c.f.+Su LT TN*END (7.47"--WAE* 4PT . 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I:9 (r) so.......1 ..„.....4>< ›,, • Page 9 DOUBLE 2 X 4 OR 6 -''--- FRAMING * LOCATION OF 1-10LrOWN 5 /I ,LIDOWN SEE SG+IDULE i ' I iiillik i1 1�' TH�ADED A-A -. 1 • § ''''5 ROO SLEEVE NUT 0"It 1 ./,, 1 iill -I ji eoLT SPLICE 4"5' 'MIN .. t e � CSi6 FROM SILL i S MF"SON STAS " 1 PLATE TO 2xc BLKG '4 ISAR — ;1 BOLT (SEE LENGTI-I OF WALL • SC)-IE•PULE) L a 6 CONCRETE FOUNOATION 4 d + F L 4 s i I 6Z I < c DOWN -ND, 410 -CDwO XTE} `4„. SCALE. 3/4' T. V-0" Page 10 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON PD. LARGEST STRAPS TOF ORNE( ) PD u�i/V/ . ��amu• �� -' LARGEST OF THE (2) V 1 (2) 2X OR LARGER H.D'S a CORNER 411 (DEPENDING ON P.D.) / e FOUNDATION G 5 UPPER FLOOR 1 4OLDOUJN co.RNEIR e SCALE: 3/4" = i'-O" COMBINE-14D 17- AUJ1NG NOT TO SCALE G3(DW/L[L, DtR4UJN CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: 1503) 254-6292 SCS PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 DATE: 10/05/18 PROJECT: 22199 - SOLSTICE CUSTOM HOMES ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: SNA WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120/B SDS: 0,850 F'SDS=I 0.94 I R: 6.5 snow load = IIIIIIMI F: 1.1 mean roof height, h = 24 ft A upper: 2292 A main: 2632 V=FSDSWoL/R eq 12.14-11 A lower: 0 ASD Load Combination = V/1.4 w',_ IBC ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq, 16-21 ROOF/CEILING 15 2292 34380 4945 3532 EXT. WALLS 12 9 204 11016 1585 1132 INT. WALLS 8 9 204 7344 1056 755 BRICK 40 0 0 0 0 TOTAL 52740 7586 5419 MAIN FLOOR ROOF/CEILING 15 805 12075 1737 1241 FLOOR 12 1827 21924 3154 2253 EXT. WALLS 12 9 200 10800 1554 1110 INT. WALLS 8 9 200 7200 1036 740 WALLS ABOVE 18360 2641 1886 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 70359 10121 7229 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 12 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 18000 2589 1849 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 18000 2589 1849 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 2 3430 CMST12X48" 7 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7855 HDU8 C 896/640 4 6210 CMST12X72• 9 9535 HDU11 D 980/980 5 9215 CMST12X90' 10 14445 HDU-14 E-1280/1280 ? 14446 to high F 1540/1540 Page 12 DATE: 10/05/18 PROJECT: 22199 - SOLSTICE CUSTOM HOME WALLS DIAPH. LOAD WALL SO, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT, BRICK NOTES V1 12.6 12.6 9.0 V2 3.6 3.6 3.0 10,2 9.0 V3 4.9 8.0 11.2 24.1 9,0 0.0 V5 10.0 3.8 22,0 35.8 9.0 V6 19,6 5.4 25.0 9.0 V7 4.6 4.6 9.2 9.0 0.0 0.0 0.0 0.0' 0.0' 0.0 0.0 0.0 0.0 116.9 'Ml - 17.8 17.8 9.0 M2 3.7 4.5 2.6 10.8 9.0 M3 4.4 8.2 4.4 17.0 9.0' M4 200 20.0 9.0 M5 11.0 3.4 14,4 9.0 M6 43.0 43.0 9.0 M7 3.0 3.0 6.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 129.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0* 0.0 0.0 0.0 Page 13 DATE: 10/5/18 PROJECT: 22199 - SOLSTICE CUSTOM HOM WIND 110/B 120/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 1261 1261 938 12.6 100 74. V2 2989 2989 2223 10.2 293 218 V3 3134 3134 2331 24.1 130 97 0 0 0 0 0.0 0 0 V5 2644 2644 1966 35.8 74 55 V6 3045 3045 2265 25.0 122 91 V7 . 1401 1401 1042 9.2 152 113 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0' 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 ' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 _ 0 0 0.0 0 0 0 14474 M1 4002 1261 5263 3915 17.8 296 220 M2 5583 2989 8571 6375 10.8 794 590 M3 4683 3134' 7818 5815 17.0 460 342 M4 839 839 624 20,0 42 31 M5 4833 2644 7476' 5561 14.4 519 386 M6 4563 3045 7608 5659 43.0 177 132 M7 3260 1401 4661 3467 6.0 777 578 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0• 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 42236 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0' 0' 0' 0 0' 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0' 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0' 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0' 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 Page 14 DATE: 10/05/18 PROJECT: 22199 - SOLSTICE CUSTOM HOMES SEISMIC SEIS. TOTAL SQR. % SEIS MAX. ADJUST DIREC, FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS SHEAR SEIS. SETS ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 X 5419 408 18% 965 0 965 77 1.00 1.00 77 V2 X 5419 699 30% 1653 0 1653 162 1.00 1.00 162 V3 X ' 5419 1095 48% 2589 0 2589 107 ' 1.00 1.00 107 0 5419 0% 0 0 0 0 1.00 0 V5 X 5419 991 43% 2343 0 2343 65 1.00 1.00 65 V6 X 5419 1009 44% 2386 0 2386 95 1.00 1.00 95 V7 X 5419 614 27% 1452 0 1452 158 1.00 1.00 158 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0 0 1.00 0 0 5419 0% 0 0 0+ 0 1.00 0 0* 5419 0% 0 0 0 0 1,00 0 0 5419 0% 0 0 0 0 1.00- 0 210% 0 11386 M1 X 7229 309 12% 849 0 965 1813 102 1.00 1.00 102 M2 X 7229 824 31% 2263 0 1653 3916 363 1.00 1.00 363 M3 X 7229 1263 48% 3469 0 2589 6058 356 1.00 1.00 356 + M4 X 7229 217 8% 596 0 596 30 1.00 1.00 30 M5 X * 7229 1060 40% 2911 0 2343 5254 365 1.00 1.00 365 M6 X 7229 1044 40% 2868 0 2386 5253 122 1.00 1.00 122 M7 X ' 7229 549 21% 1508 0 1452 2960 493 1.00 1.00 493 0 7229 0% 0 0 0 0 1.00 0 0 7229: 0% 0' 0 0 0 1.00 0 0 7229 0% 0 0 0 0 1.00 0 0 7229 0% 0 0 0 0 1.00 0 0 7229 0% 0 0 0 0 1.00 0 0 7229 0% 0 0 0 0 1.00 0 0 7229 0% 0 0' 0 0 1.00 0 0 7229 0% 0 0 0 0 1.00 0 0 _ 7229 0%© 0 0 0 0 1.00 0 200% 25850 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 . 0 1849 0% 0 0 0 0 1.00 0 0 1849' 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1,00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0 1849 0% 0 0 0 0. 1.00 0 0 1849 0% 0 0 0 0 1.00 0 0% 0 Page 15 DATE: 10/05/18 PROJECT: 22199 - SOLSTICE CUSTOI WALL SUMMARY WIND Narrow INCR CONTR. MAX, SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. V1 74 1.00 77 X 77 689 S S 0 OR 0 2x V2 218 1.50 243 X 243 1961 S S 2 OR 6 2x V3 97 1.00 107 X 107 967 S ' S 0 OR 0 2x 0 0 1,00 0 0 0 O OR 0 V5 55 1.18 78 X 78 589 S S 0 OR 0 2x V6 91 1.00 95 X 95 859 S S 0 OR 0 2x V7 113 1.00 158 X 158 1420 S S 1 OR 6 2x 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 M1 220 1.00 102 X 220 1979 S S 2 OR 6 2x M2 590 1,73 628 X 628 5313 C B 4 OR 8 2x M3 342 1.02 364 X 364 3207 B B 2 OR 7 2x M4 31 1.00 30 X * 31 281 S S 0 OR 0 2x M5 386 1.32 483 X 483 3475 B B 3 OR 7 2x M6 132 1.00 122 X 132 1184 S S 1 OR 6 2x M7 578 1.50 740 X 740 5201 D B 4 OR 8 (2)2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 ' 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O 0 0 1,00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 0OR0 0 D. 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' 0 0 0 OR 0 0' 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' 0 0 OORO 0 0 1.00 0 0 0 0 ORO Page 16 ,,,,,,- • 4,-.-\," -, \/,\ .. ,,• \,, , Pet3ARTNri 1 LAP 48 'IA. 7 IMTH MPAR "M" i „,— 444 i0” O.C. 1 2" CL- A/2-•- 1--:- PAL-Kr ILL- WALL- WTH Fat-MAIMING Lir-ANLLAR 1 MAMIZIA1.- 12EPAre "M" N. • 1 ' 15" PIA, PEW PIPE . WTH FII.-1' FAMIC ] • 4 4 016" 0.C. H/2 EWAR "0" - ‘ ,,?,•,;\ , .X.i,\,,,,,/;\/ ,>•.,/;‘,, LEVEL GM MU51 DOT NI3 A f " CLZAR 0 • ,"--- -- MINIMUM Of 2,1' 1- OM FACE 01 WALL. KYONI2 11115 POINT 111E _ . Ht. SLOPE ML151" NOf D;CM' 2:1. — F.. " CL.ZAR -i-- l 'a• • . 144 -" —C " ' ' - A'-••- 13 _ R 1 RDELANGINNIONTGTO SCAALELSLEEDWEALTLASCIHLED-ULLEEFVORELBACKFILL DIMENSIONS (..._ RETAINING WALL SCHEDULE . H Ws A C B Bar"M" Bar"N" Bar"0" 4 8" 8" 1'-4" 2'-8" #4- 18" oc #4 - 18"oc #4 - 18" oc 6' 8" 8" 2'-10" 4'-2" #4- 18" oc #4 - 18" oc #4 - 18" oc 8' 8" 8" 4'-2" 51-6" #4 - 8"oc #4 - 16"oc #5 - 10"oc 10' 8" 1' 5'-6" 7-2" #5 - 9"oc #4 - 18" oc #5- 8" oc - - - - _ - - ALL SECTIONS: CONCRETE Fc 3000 PSI REBAR GRADE 60 EFP = 35 PCF LEVEL BACKFILL ONLY HfiII - Ht 1' 81.2 Customer: Mascord Design Associates Rowell Engineering Project: Cantilever Wall. EFP=35 PCF 45 SE 102nd Avenue Sheet Number: 0 Portland, OR 97216 Al Date: 10/24/01 RJM (503) 254-6292 Page 17 ROWELL RETAINING WALLCAD Software Release Number 81.2 Version B 1Q8197 RJM ENGINEERING CONSTANTS Soil Densly 110 OTM Factor 01 Safety 1.6 Concrete Density 150 Slam Factor of Safety 1.7 PHlvu 0.65 Heel Factor of Safety 1.4 PHlas 0.60 Sliding Factor of Safety 1.6 Sliding Coefficient 0.35 PROJECT PARAMETERS Client Name Mascord Design Associates Data!Number A Project Number Sheet Number Al -- Project Name Cantilever Waft-EFP•55 PCF Concrete Fe . 3000 psi Max.S•'il Baring Prem.,—- 7544par ,. Steel Grade 50 60000 Equivalent Flu Pressure 35 ` Lbs/11"3 Wall Thickness I 9n Height of Soil at Toe I 0 1 In Footing Height 12 M aecnow 1 DeslQN H,Wall Height R. I 4 I 1t B,Total Footing Length.In 32 in 7-8 Rebar Stern Rebar Heel Rebar A,Toe Length 8 N r Size CC . Bar"M" Bar"N" Bar"O" C,Heel Length 16 In 1'-4" 4 16 1356% 10852% 1233% Running Length/Cale Length 1.00 1 [ 1 4 12 1793% 14342% 1644% %OTM Factor o1 Safety 324% 4.86 4 8 2641% 21131% 2488% %Sliding Factor of Safety 103% 1.55 4 6 3456% 27667% 3258% %Max Soil Bearing Pressure 43% pal 645 4 5 4089% 32713% 3946% Min Sox Bearing Pressure 285 psf 4 4 4967% 39970% 4932% , %Allowable Shear Stress 4% kpsl 5 5 12 2745% 21962% 2569% 5 8 4002% 32013% 3853% Size OC 5_ 4 7305% 55443% 7706% Rebar'‘A- 419 1209% �6 8 5541% 44330% 5548% Rebar"M 4 18 9674% 6 6 7067% 56534% 7398% Rebar"CT 4 19 1096% 6 4 9635% 77082% , 11097% SECTION 2 DESIGN H.Wall Height ft. I 6 I it B,Total Footing Length,in. 60 in 4'.2- Reber Stern Rehr Heel Rebar A Toe Length $ in 8" " Size OC Bar"M" Bar'N" _ Bar"0- . C,Heel Length 34 in 7-10" 4 16 293% 2344% 212% Running Length/Calc Length 1.00 1 I 1 4 12 387% 3098% 282% %OTP,4 Factor of Safety 327% 4.91 4 5 571% 4564% 423% %Sling Facto.•of Safely 103% 1,55 4 6 747% 5976% 565% %Max Soli Bearing Pressure 65% pet 969 4 5 863% 7066% 678% Min Soil Bearing Pressure 367 psi 4 4 1079% 6635% 847% %AllanMe Shear Stress 17% kpsi 13 5 12 593% 4744% 441% 5 8 564% I 6915% 662% Size OC 5 4 1578% 12624% 1323% Rebar"M' ®— 261% 6 8 1197% 9575% 653% Rebar'N" MEM 15 : 2090% 6 6 1526% 12211% 1270% Rebar"0" =MINIM 188% 6 4 2081% 16850% 1906% SECTION 3 DESIGN H,Wall HelgM rt I I I R B,Total Footing Length,in. 66 in 5-6" Rebar Sham Reber Heel Rebar A Toe Length I In 8" Size OC Bar"M" Bar"N" Bar"Cr C,Heel Length 50 in 4'-7' 4 16 107% 854% 80% Running Length/Cale Length 1.00 1 I 1 4 12 141% 1129% 107% %OTM Factor of Safety 313% 4.70 4 8 206% 1863% 161% %Sliding Factor of Safety 101% 1.51 4 6 272% 2178% 214% %Max Soil Bearing Pressure 88% pat 1,325 4 5 322% 2575% 257% Min Soil Bearing Pressure 433 par 4 4 393% 3147% 321% %Allowable Shear Stress 23% kpal 25 5 12 216% 1729% 167% 5 8 315% 2520% 251% Size OC 5 4 575% 4600% 502% Rebar"M" 'III:= ' 208% 6 8 436% 3490% 361% Reber'N' milman 654% • 6 6 556% 4450% 482% Reber"0" 5 10 201% 6 4 756% 6068% 723% SECTION 4 DESIGN H,Wall Height R [ 10 I ft B,Total Footing Length,in. 88 In T-7' Rebar Stem Rebar Heel Reber A,Toe Length 12 In 1' Size OC Bar"M" Bar IC Bar"O" C.Heel Length 66 in 5-e" 4 18 50% 402% 35% Running Length/Calc Length 1.00 1 I 1 4 12 66% 531% 47% %OTM Factor of Safety 334% 5.01 4 8 98% 783% 71% %Sliding Factor of Safely 10D% 1.50 4 6 128% 1025% 94% %Max Soh Bearing Pressure 08% pet 1,464 4 5 151% 12121E 113% Min Sol Bearing Pressure 635 pal 4 4 185% 1461% 141% %Allowable Shear Stress 38% kpsi 42 5 12 102% 813% 73% 5 6 148% 1186% 110% Size OC i 5 4 271% 2165% 220% Reber''M" 133% 6 8 205% 1642% 159% Reber'N' 358% 6 8 262% 2094% 212% Rebar"0- WWI 8 110% 6 4 357% 2855% ...317%. RM te41704e inss-33PCF.mro...q"to240r1249FIV P.aenell • SHEAR WALL SCHEDULE • (1)2X D.F.etude max 16'O.C. • H 0 L D 0 W N SCHEDULE • •FRAMING CLIP SPACING SCHEDULE O.C.• GENERAL NOTES LEGEND �;,;� taF' �N F#SSS ii PLEASE NOTE: 7A15 IBC B A ..I J "" (2)Anchor bolts to be 5c'e}bolts w/mm.Y embedment Into MARK SIMPSON FASTENERS CAPACITY NOTES • APPROX..HOLM%LOCATORS ROWELL APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) concrete. Secure with BP V•-6 or SPS v'-6. (a) MODEL# (LBS.) (1)All fasteners exposed to THE TOP OF EACH SHEAR WALL MUST BE P,/ )Ni1iN I J 0 :ra - BPS�'-s reaulrss on additional aa.cut washer. No annul b6n.pmt.m 550.LOG Bd COMMON X tY{'LONG NAILS. weather shall be galvanized. =SHEAR WALL LOCATORS MPH, 120 Z FASTENERS(3).0)4047) SOLE E SILL PLATE ALLOW holdown nae. /am/Nxt. ./.., /A LS50.L50:10d COMMON X 3 LONG NAILS. 3X CONNECTED TO THE ROOF SHEATHING OR EXP.r B V2 rc s MARK THPCKNESS TWE O PANEL NAILING AB NOTES LOAD (3)intermediate etude noted O 12'0.0 required w bol O 4'au FRAMING CLIP OPTIONS (2)All exterior walls shall be built R 30 SILL PLATE REWIRED FLOOR SHEATHING. THE BOTTOM OF EACH SEl6 CAT..D '%022,° y Z w EDGES 16d SIZE SP(2) ANO (4)Framing O osjohIng panels to se Jx nom'al or wider. CMST12 x (7)led common to•5"ahearwall requirements as -- ZIP: 97224 �Q F.RQ,N'4 W o SINKER (ta) (2) $EIS whams;eta99•r•a a n n Liao r t spanN SHEAR WALL LTP4 A35 L$50 L50 a minimum. DBL.2X SILL PLATE REQUIRED SHEAR WALL MUST BE CONNECTED TO THE E Z G36'Long wig) redFLOOR SHEATHING OR FOUNDATION. SEE W 0 �{e r�.�N�. 2gr1 (5)O.t Jt'e X 2 p F.RN P-nail mo be r 045712 x nt i)163 a rw 3 Sheathing n sby an lis hall SHEAR WALL UNE I W w R8 Y r replaced vete a e zo' z7 zo �o e TYPICAL CONNECTION DETAILS FOR � CS DEC.a•cote 6.O.C. 6'O.C. 2X 48'O.C. 0.1]1'0 X 2YI common nail or 0.115.X 21f hot dip or s o w, J,aJo s,nx t be interrupted by any wall LOAD FROM ABOVE �y;• P tumbled galvanized box Tax. 2 48 Long *se(+Ow � butting into enearwml. © APPROPRIATE CONNECTION. O zJ I- A /00 14' 15' 20' 15' DOUBLE 206 U.N.O. 4 i (6)0.146Y Al'F.or 28 X be replaced tum 0.1480% J\CM5T12 9 (�li a,d ;a 4700 P w('�rah•, c manufacturer. it! . • 3•,ornhhorh mil a 0.128 e X 3'het dip a tumbled 60•Lan (4)Builder to verify installation m a'O.C. 4.O.C. 2% 46'O.C. 350 N galvanized box Tan. requirements for all hardware M 1 350 /� 8' 9' 12' 8' connections perCy�,(,�0 Lu (7)F.RH.P-non,-dedgnatee a fun round-head power roe. l\CMST12 X (�)led,woman F H 7z•Long N•at nch ne. Nmo A .s (6)NNimum 4x6 vast O ncM1 nd. ams /c\ 5.5' 6' 8' 6' ins5)All floor system lumber tt be p w o Z. /� installed with maximum moisture m .a a1F 2'O.C. 3.O.C. 2X 26'O.C. see(4) •4, Q (g)Holdewne occur a each enc of each...r...A fatten S CMST12 x nmia t...mn o y� at rad end. 10' 11- 14' 10' content of 16R. NM O +•y' P NNL Z to min.dwble.t etude. Wall eht'g.shall be edge nailed 90'Long ° a ///��� to each hgdown cold. orlon _ _ (6)All hardware&fasteners in /vim �e rt�aaxat 2'O.C. 2'O.C. 2X 22'O.C. see(4) ♦ (10)C95 to x 361 w/(8)163common eeM end. STHDI4R4 (3a)tea mew. ;ass F s%n N1A. 6 B 11 6' contact nles with P.T.lumber shall be v Nsr w/(10)t6d common or emkn•ach mol. stainless steel,Z-max or hot dip 1., • NSTGO w/(14)tfitl elnkere emh na. JJ//���� ea g 6.5• 7' 9' 7• galvanized. �6 (11)OAST 14 X 60'L e/(22)16d common or sinkers eoch end. S HTTS (2e)Ted rx. C w4 6 VV'' (7)Nail dimensions: MSTae w/06)163 commons O each end seW2a 0.0.0 M/(t t mews.% o.la+0*ak' S O.C. S O.C. DBL 2X /( ) aM 6d comm, =0.131x2.5 20.O.C. see(4) h NSTC52 w/(22)tad sinkers sash and. tOd common=0.148z3 1 3% 20.O.C. EA.SIDEP-xWa. • (ZD)5 86 T Nin(s)z�wr = 16d sinker mon 0.14803.25 (12)OAST 14 z J2'L w/(29)tea common a sinkers each enc. HDU-8 awswa. 16d common 0.16203.5 Ns 1ASB0 w4/(3)tla csinkers each end. :/tee Nnkw s e•o.c. u. NSTC66 w/(32)tad sinkers each end. o.:01 0'6a.: a1F 2'O.C. 2.5'O.C. 3% 16'O.C. Q /� (�)t'ssnea%aa EA.�SIDE r.sN.v-x24 (4)0(6) I'oV G HDU-11 uin,7,y..mesa.• a'0 eJ.�anv,nawbat. , (14)3X plate required where shown on foundation plop. V' _. EAIDE r:-..4.1 .. .. 3% 13O.C. (4)(8) IN HDU-14 Nn n'wq masa 14.446 30>dew. rte reed.'n ender bat tt/1a/ts NM rj a a a - _ 6 p ■■ tL7ioli, m ,,—.4 V3 ---- I 0 0 L J f J L_ M3) it -= ❑ ❑ 5355311106.1 A 0 i — — — _ ' O . _ W CO ' MASTE fi � 1 . -I DINING000, ,,,,a„e An /2 ... I I • / \ I STOR_ I GREAT RM. I _ WC/PD 6 I , ,,„. .• .• • .• , r___ £32 R. D ,,,, '1 o , 1,___ t — C::)=0GAMES RM. El1 -- GARAGE uo 0 6 EMENAR D aHE WALL 111511- WRAP STRAP o_ INTERSECTS** AROUND BFI. WALL OR DBL.J61. J 1. ALIGN W/ CAID _ L J ♦ HD.ABOVE / } 4 • �, . • . • . :�. +'1 - of _• • • .1" �� m w C L I L w w z Ja �o EMEND SHEAR U�m w � EWALL THROUGH I' ll w rc FALI N HDR INTER6ECTMG ^ O 0 r JL� T6116 EMD WALL W J W/HOLDOLLN _ w ° ABOVEABOVE �� ALITHIS E D WRAP STRAP ¢ wnloLDDWN - �1�a BELOW °'¢AROUNDB'ST' • •I I• <M1 I W v7' DEN ��!` - ,< ,X 3,_.+2_, Mt SNOW LOAD �-L R IE • 1 HDAL.ACOVE — IGN W/ G. g j I _. EXTEND 6HE-- € __H,_, _ WALL THROUGH I INTERSECTING A. WALL wp LL I i ; A `G 9I 22199 UPPER FLOOR PLAN MAIN FLOOR PLAN L1 SCALE 11/4' . 1.-0' SCALE:1/4' •I'-0' 120 COPYRIGHT Co-)2013 ROWELL ENGINEERING �;�GPINOE�d IMIMIMIN ..0 e , � DOUBLE 2 X 40126 n- • PRNK•1-0,.....1.4ION GON o s"ZZ -- C \;, • "I I I `17 T221 ' wWs° .P - II � BEE FO 0A0 °5757.RY *o Z vl , [ }_ 4 l MIRES:DEE.ay.2 ILLI W w II. 7,-���\II: iffa It , 0p w 1 1\11;)//'IIh i ' - POD �w� \.I 11 ft'tlf it II •\. £ '/:114 ,..,6'.4.,,,t:10•f T OA 11j:110 1 11 ' - BOLT--ICE Mae B o -1,- - -II 'SIMPSON'STAB 11 I� BOLT(SEE ii .4 OAP ,'l SOFffD11LET. CONGI�TE 0 50400 4 CI 1--IOLDOUJN EXTEN. P/-AI F, 3/4' . I'-0' HD-EXTEN .. E E �.._. U. r____i L VJ Lu . ---L �© SHEATHING PER SCHEDULE LARGEST OF THE STRAPS _ (2)2X OR LARGER 6 L----J <. DEPENDING ON ND. 'III EDGE NAIL PER SCHEDULE EDGE NAIL �F. 7 ^.i PER SCHEDULE O ns 1 2X WALL STUD c TYP. SCHEDUSHEATHLE p) PER eC1ffDULE NJ _w AT UPPER FLOOR W 1 / I SHEATHING PER EDGE NAIL ® � 1 SCHEDULE / PER SCHEDULE g iII (2)2X OR LAR•'ER f���� -• r _ - DEPENDING ON ND. A4/11 LARGEST CF THE E{ (2)HD:S•CORNER — EDGE NAIL J _ • PER SCHEDULE P DRAWN 10/0S/18 REv1 11/14/10 OT I` J' 2X WALL STUD ® SHEATNN I PER SCHEDULE — I 1-1__1 K — — I_i AT FOUNDATION SOME INTERIOR FOOTINGS LEFT CUT FOR CLARITY.CONTRACTOR TO REFER TO ARCHITECTURAL COMBINED 1--I•D. ii) CORNER FOUNDATION PLAN. 9 VI — s w WHEN HST O' EXCEEDS 4' REBAR N' LAP 40 DIA. '" _ W/REBAR M' =O i, IIIFF \ V•10.OC. CONT.HOR I �— =.•.......•;:::,••-.••...-• BACKFILL WALL W/FREE-DRAINING I GRANULAR MAT. L—� , FULL WIDTH CF FEEL O a I - r- L-� BAR M VERT x COD HD.ABOVEf f 6..' v�J LL I, 0 W/FILTTER . .e. r-� FABRIC 24'MIN. }�. BAR 0 • LEVEL GR M W NORIZ E,fig r ti .4- 8.•OG H z t Al A W' ` 5. 5 • F. d HORIZONTAL�SM y ' U V al. M—_ a• 3'CLR n r . W ALIGN HD.• x .. L W` _W o THIS END L —_ '^ W/HOLDOILN -II --- ".. ABOVE ww —COD O o L �R:�� PO.3p0®PSI L I� j Fy 60,009 F'SI N rc _I I SBP.1,500 F5F a a T .,, I P-1 W 2 O O I 35 PCF EQUIVALENT FLUID PRESSURE - i 1 L _I RETAINING WALL DESIGN d C,-'T AA AA I-I A C B BAR'M' BAR'N' BAR'0' Ht �3x 3x�3x 4'-0'- 5' I'-4' 2-B' S 6 IB'or, 5 6 IS'C.C. '4•IS'CC. re• 251 SNOW LOAD R IS E b'-0' S. 3.-0.ALAI 5•E'C.C. 5 6 IS.OG •4 6 IS'OC. 2 '.'w I B'-0' B' 4'-4'5'-S• 5•IY OC. •4 6 IY OG 5 6 14'OC. 12• — f ti1 J 10'-0• I'-2' 5'-1' 1'-5' 5•S•OC. 5•WO OC 5•10.OC. 12' -m m N . ALIGN THE OUNER/BUILDER MUST CONFIRM THAT THE SITE ^ 'I'' HD ABO 1 SPECIFIC CONDITIONS AND REQMTS MEET THE DESIGN V W n PARAMETERS OF THIS RETAINING WALL.PLEASE DIRECT _ r L. _ _ 1 ALL INQUIRES To THE CONTACT INFORMATION PROVIDED T __—._... �__L _ _ d THE ATTACHED RETAINING WALL DESIGN CALCULATIONS • M2 . ._I I —! I� ORETAINING WALL o /c` lG\ -1_ 1 Oohs,,, RWNSV ® I SCALE:1/2' •1'-0' 1 I I 22199 FOUNDATION PLAN L2 SCALE:I/4' .1'-0• 1120 le) COPYRIGHT ©2013 ROWELL ENGINEERING — io PSO,E - 'a dps oeeiNFFss. 1 0 j K1 IQ • !'r "I u R DiON 7����• z iii (. E OdO t.RO`N" a Z N Id h.," @7 .4:DEE.31,201Si La W L ' Qz�Q „ El = a Bio _zp � _ H p 40 0 }g = Ile N ¢ _ . I ., ._ . __ _ _ _ _ _ _ _. _ _ _ _ 11,■ 111/111/ 1..4 M 0 00 0 ' g 0,1 manisimm Ilii I��r—SII SHEATHING EDGE NAIL COD SEE OUTLOCKERIf� PER SCHEDULE 2X STUDS INTO 2X BLK'G �R DETAIL ��0 BEVELED BLK'G PER PLAN SHEAR NAIL 2X BLOCKING I AT BRACE W/L30 SOLE PLATE PER SCHEDULE -4U N-45 DEG AT EA SIDE. SWEAR NAILING /y Sd 4'O.G.MTO C I /4116d•EA.SIDE PER SCHEDULE ( I/ OUTLOOKER GABLE END O e I SFEATHING • bHEAHHIN's TRUSS,SHEATHING I EDGE NAIL I PER PLAN PER SCHEDULE ROOF SHEATHING To MATCH BELOW IMHI PER SCHEDULE I I PER SCHEDULE ATTACH GABLE .S O ! 2X STUDS 8d 4'OC.MTO ,. til li' 11 TRUES 2X BLK'G (1 TRUSS TO DOUBLE 1,, 2'MAXY ��. _ _ PER PLAN I PER PLAN // I'I II TOP PLATE WITH ROOF SHEATHING / �I ' FRAMING CLIP 2X4 ANGLED I SHEATHINGI'I SOLE PLATE SHEATHING PER�� /\� PER SCHEDULE �►—• BRACE•48'C.C. Y BREAK PER PLAN 2X4 FLAT OUTLOCKER I SHEAR NAILING = EDGE NAILSIMPSON GEC 2'MAX -3 PER SCHEDULE _ =� PER SCHEDULE •24'OC. EDGE NAIL BRACE CONNECTOR II TRUSS PER PLAN NOTCH GABLE END TRUSS // , �- t WALL SHEATHRG 1 FER SCHEDULE >, O / EDGE NAIL I PER MANUFAGER AND rr�: EDGE NAIL PER SCHEDULE ��'grim , ` -HI OR H25T COMBINED PER SCHEDULE i NAIL gIiLOCKER i0 ifd165 qTM S FER PLAN t "a. PER SCHEDULE FLOOR JOIST }�' FDGF NAIL WITH A CLIP AT BLOCKMG WITH(2)ISd. '^ PER SCHEDULE V J o PER FRAMING CLIP i GABLE END TRUSS BOUNDARY NAILING PER PLAN PER SCHEDULE .. W i SCHEDULE CONNECT FLAT 2X4 �R PLAN WALL SCI.IE HUNG STIFFENER'TO 2X4 INTO BLK'G QI•� PER BCHED LE I BEAM PER FLOOR JOIST THROUGH NTOSHEBLIMG PLAN PER SCHEDULE 2X STUD WALL ANGLED BRACE s�s�l��,:,�� T PER PLAN •STIFFENER MAY BE a,1 > `�K 1 2X STUDS BEVELED BLK'G OMITTED IF BRACE 2X4 ANGLED H m W © IS LESS THAN b' BRACE F CONTINUOUS MULTI-FLOOR DISCONTINUOUS MULTI-FLOOR '. EXTERIOR SI-TEAR WALL EXTERIOR SI-TEAR WALL TRUSS AT EAVE OUTLOOKER DETAIL GABLE END TRUSS Z�J. a •P.O. FERPENDIPERPENDICULARULAR FLOOR JOISTS s I-0 PERPENDICULAR FLOOR JOISTS a •I-®' SCALE: 5/4" = I'-0' a •T-0 W 1/41 O COD. f; ^�a a SHEATHNG COLUMN PER SHEATHING W( , O PER SCHEDULE "' PER SCHEDULE SCHEDULE 2X STUDS - BFEATHINE 2X STUDS PER PLAN COD-r- FER SCHEDULE PER PLAN 2X STUDS SOLE PLATE j HOLDOUN PER I PER PLAN SCHEDULE 90LE PLATE SOLE PLATE SHANDARD CUT SHEAR NAILING ` ES#SNOW LOAD SOLE PLATE PER SCHEDULE SOLE PLATE PER SCHEDULE SHEATHING WASHER _6HEAtHILE BILL PLATE PER EDGE MAX III PER R SCHEDULINGE SHEAR HED LE PER SCHEDULE PERSCHEDULE PLA s-b �RE�HE�� i 1 bCH�ED R PER PLA G ' LLu SILL PLATE PER DECKING PER SCHEDULE DECKING R�� --. IPfs 1/2.MAX �,' BREAINC. II ,.. -- IR f 1,4 PLAN ��,' EDGE NAIL Ii; EDGE NAIL I 1 i PER SCHEDULE II __ PER SCHEDULE EDGE NAILING f I - i II SILL PLATE PER I SILL PLATE PER PER SCHEDULE ( s'N J.BOLT I i - 2 MAX7,. I FLOOR AST SCHEDULE SCHEDULE PER SCHEDULE //J §' i I.4.MIN • 1 _ _ 4 REBAR 3'-5' / �=' X11 _ 11� •4 REBAR 3'-5' ,. •4 SMEAR 3'-5' EDGE NAIL 2X ELK'G• II�JI-LII' FROM TOP •JIII4IL- FROM TOP •d—II! FROM TOP ANCHOR BOLT PER SCHEDULE i DIAPHRAGM HRAGM 0 i - u HOLDOIW ANCHOR ANCHOR BOLT Imo- SHEATHING 1 TO BLKYa WI PER SCHEDULE ,�.;, FOOTMG PER SCHEDULE PER SCHEDULE i 8d•3'OC. — R G BOLT PER SCHEDULE FOOTING PER PLAN PER PLAN PER PLAN I 2X STUDS 22199 ����ll PER PLAN gill CONTINUOUS MULTI-FLOOR L/' EXTERIOR SB ANCHOR DOLT EXTERIOR SMEAR WALL STANDARD A.B. DETAIL GARAGE SLAB SMEAR WALL EXTERIOR SMEAR WALL ��®I�� �•.I'-0' POST AND BEAM �' I'-0' POST AND BEAM I IQ'•1'-0' s .I'-0' a I'-0' PARALLEL FLOOR JOISTS