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Specifications (135) W.3T20(7--002—g/ q761q 503 0.,),>(-1 St, RECEIVED R O E L 10570 SE Washington St 212 it ENGINEERING, LLC SEP 11 2017 SuitPortllandd p ,OR 97216 STRUCTURAL ENGINEERING CITY OF ra f-IA ) Tel. 503-254-6292 BUILDING DIVISION Fax.503-254-6761 LATERAL ANALYSIS June 12, 2017 Mascord Plan: 21124BA - BLACK DIAMOND 9799 SW FREWING ST TIGARD, OR 97223 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 ��s PROS Project Number: � N 170239 44. ' 49 58387PE i OV) Q 4 EGON 0 X22Alb� 61, T, RQ`�'�� 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. II.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. Page 1 * Vi V2 * 1 I • B • • • ZI 14.8 N\ : B 1 1 1 I----- El IL a 411 .14.8 D air6-crr \ 11.8 46.• 1 - a 0000 rt; i* 1 ith 4 I I Ailurtip la 1 w r i 0 divigi rim : N\ .,....1—Halls . ..,1 i_ ion...-- I - -...... . ,,, ....iiii • _ 1 , 1 .,n I OP- , , 1 1 , , MORMINNINIMIANNi • i.• i ] , 0 B II No — ___---. 14.8 ,.1'II ftml Lis i... -- ---- - • ihrillfl Inn Atli -- • 111:... 1 . - - -- -.-- - . —.— 27 = ZW=1.-., - '',----- -- — .----- r... -- . , . _ _ _,.._FLr I I i ' of —I ' 1 i al - 'r ' ill . .4 H .f, i= it 1 III MIR n - 1 - f 1 ' , L _ I -4 . - I ---1- &-- - 11 1 1 1, J 1,NM III iN ... , -- ll . 1 rA1 * M2 * _... atotwo.4.44.1m-.1.10111•11M, i 1 I I 1 I --,-, 21124BA PONT ELEVATION NE ROELL no aelf,19,k/OeVV It s rRIJC Ti).Oki ',I,401411EC.ING ENGINEERING,LLC .70 SE vokSoISIOSOE STOVES SW 2,0 PS 10031 1b-6292 POP,.6NO OR 4,2.6 r.0033 25.1 ETV Page 2 ! V3 1V5 1111‘ r a I illihr---iNNN • 11.87 • B 11 • 14 Iii.8 'r - --- ,..0-, 1 1 • 4 1 1• • I WNI,11* I II . I I 1 ' 1.1 , I, 1 •,i , III 077 or 1 INI'N'IN-N. I 1 ! ii 1 • ' I I — , ,-,----1 . . 2 • 1, • il 1 111.. I IIII 1 . , i• ., - _ .._ _____ 16 111.1.111111 i_ all1111.11111.00mor A .:1_, --. -17,,===.,...-•., u i . _ . -1---- 1 2 1...,G • ---1 I - ,, 1,, --• I 1 - i _ - 1 i I• 1 ' _ - ill ---Li_ -__ _ _ _ i ----7 M3 M4 _ - L, --- I r.-- ---_ 'illitb 11‘ ma-4 444, 1 , 1 1 i I , 21124BA 1:?1GT ELEV,ATON a it ROWELL ISSAS 1224.2. ,.‘ 41. .." ENGINEERING,LLC COLLECTION STRUCTURAL 24 220.24EFRINC. 23520 St WASKNORA S420 I SR ZS P.. 1502 :Si 5.22 2.12121LAND 00 072* F a x ISON 25A SAS ( r _......._ _ 1 _...ij L i ' M111 1, , = , II . , 1i, i ii 1 1 1 • 1 1 1 ,: 1 i i , _ i • o 1 1 _ ..._ _ . 1 , 1 , i — ----Lq i , , ,,, , 1 — ry -7-TrifTrifil Ti :. , is _ ,• _ II III i 11, 1 II 0 „, v, 0., „Li : ::i .., LI t 0,,), „„0 I , ,, ,,,,,,,„, * 0_, L. -,J = ----'- ' __-_ '" - -a Cj I fl\'''' i I 1 i 1 2112413A. ''E/...\,;Z) ELEVATION U .r,1,10,6 R ROWELL 5, 41...e 1."0 • .',.-0' , ENGINEERING LLC C CL I E C T ;C N ,0570 Sr NOSIoNSTON SIASE7 ROE 210 An:10031 204 6232 007N3101,OR sto,E r.a270031 0044707 --- - — . •4' • }.....4. :-...-.t s.g limmomma 11 m ,_J----- ,....____Li I id , i 1 ri \_______: I I, ' f I 1, I ,11 , ) ' , ' 'li ii ,J till __-- - i ., ,,, 1 i, 1 I 1 T --,----- FT1 1 7-- 1 - \ I> , - \ 0 / '11 _ , , I I 1' I____. _ --- I — ........ H; 1 _ /1 I , t I , 1,1 1 /_____-- 4, 1 ' . 1' — Illi f I I r 1 1 al / 1 1 •-="•"" II,I ' 1 1 11 11 t'— II - , 0 t 0 1 1 p ,_____. — A n ,r , 1! `------- sa747 1 1 I Tr i or I 1 inirj*/ 1 a r i 1 i = Ili II I -tan-- i 4 --,:w i 1 i 1,,, __ I I i I 1 - — _ o u '1 c Z WV 03 1 I I I 1 L t- -i., - „....._ z xi m z m i . • , zi rr i 1 Page DATE: 06/12/17 PROJECT: 21124BA WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = ft V1 1/ 72 27' 96 3030 least horizontal dimension. b = ft V2 33 50 75 60 3451 V3 11 44 147 41 3901 e=min(U 1b. 0.4h) '= max(3'. 8.O4b) 0 0 \/5 21 32' 127 7 3194 01b = 3.2 ft 0 0 0.4h = 11.2 ft 0 0 *in = 3.2 ft O 0 0 0 3' = 3 M 0 0 0.04b = 128 M 0 0 max 3 O 0 0 0 a = 32M 0 U 2a = G ft 00 0 0 roof rise, yk 1=n 8n [W1 ~ 54 106 2990 roof run, x = 12 M2 20 59 117' 3318 eru�n�/u) = 33.69 DEG M3 56 29 55 2585 M4 153 2632 A = 21.6 psf M5 51 70 2306 B = 14.8 psf 0 0 C = NMI psf 0 0 D = 11.8 psf .~ 0 0 0 0 0 0 0 0 0 0 O' 0 0 0 0 0 0 0 ~'~ O U 0 0 U 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 6 F , . V I I ' I 9 9 <VS 1 .- 3 -='-'- '------ a - - GMVER - ",- = t-145TER I I ...* 6R. 2' 11. _ "")h----r----II , f /\ I - ..- 4:::t,, I l'- s . N.N. .. N N- C51447L4.1. 33 , 1 .'..),. FOE TRANL,SER L 13.,6' , , 1 -‘442 ,...., _ ,....1 1-- 11 [ 1 1 21124BAUPPER. FLOOs' PLAN ...... ...____ ,... ait ROWELL - ,_. .....„. .,:.* , UI ENGINEERING,LLC Page 7 I , I Et * , ExTEht)SWEAR DECK Irl. uALL 7,-{Rcu6. TO NTERSECTI.Z.._ III er 11 I L1.4t-t- IV 4::::=1 K14.1L D144.4.413.4611 .41311 OSL F./OW•6'0.0 II A-- , ii_LL- <-,---7 GRE AT FRt--- I PP 1 1 law Ark ler 1i II rj1 < 1 aminemmormemoriiiiiiiismommuc L___ ri,4 ......____ n _ ....._ 1 GARAGE r1 ..... :.:.> :::::T,. 1 1 [... _ i ...., , _ , -.....„ • , • . / ci. ,... , 1 • I .------EY,END Si4EAR I I 1TYP I PI ri 13 lig --1 ,...._, 1 21124BA MAIN FLOO1? PLAN NgROWELL ..,..L. ,,„s• . ,..- ad.‘151106" II ENGINEERING,LLC ,ci.., , N s TRucT,FT At- EN'WNEETPINT., IESTO,SE PeAStaiNGTOP STREET STE 50 PP r.£41 EPP 5097 POPT1 ARM CO 97046 70515031 250 E4E6 linimmirmr , IR -z z w Z(9 —.. 2 00 5 g g.) 0) al a.. 4140111: .! ilea";i = \ . . .-. .., . - .., ' 1) \ 5) a — • SHEAR WALL SCHEDULE • . 1,0 ,,,0 c. 2333 a.22 CC'0, • HOLDOWN SCHEDULE • ! _ , IIIIIIIIIIIIII 1(2).„,.. APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) E1 — 40,40202 ae4vaa wah BP Vco,,,r EFs V-6 ' '' , ),,)s _ I I FAVE6660(4).(5).(12IM ALLow 0 wos 1) SOLE te SAA PLATE ! -----:-I EX.L.31."-4.40,4.an cadlia,0 014,IIJ , 1 „ „ KANE, ' NAILING. I(31 It00220.20te 0.00 7J...it,:ix 12”05 coo....226, c.,,s1.0 4 Fa. ,._,,,,,F,,,,,,,, .,....‘ i ratICKCILSS Typ( i 6 FA_NLL ''''IsI;:g., NOTES 1 LOAD 1 I ' .4:.)f 1 , 1 EDG'S SINKER (14) (2) T .4 r Fram,00(2 ailoabag abet,ra 6.e 32 3,6,02,4,N, IL4fIxft 21 V).0JI Cirn, 1 , I la.........,...p.c... . ,c, 1 / 1 t j 0,2a:0202 al.micerea 1 136'Loa,1 rwas 0.each caw I 4C0 ( .ta3 4 2r, i Pin r, lc.1 rroac 44.,e,Heo.0r. --' 2 Ot+1,40 4IL•rewn{, 1 • <r6‘). 1 .-!: 1 '''' .*.'''' s OC 6"0.0 i 2) 1 48"0 CI iti8 , 0131-4 4'48-Ccaliftlan r WI or 0143-0 A--2.0a-tal'faa a' a- a ' ra.,1 0 020,ena 0420 ,0"F400'04 0'00 ,h,- 1 F#55 F-#025 ' 1 uM.4.1 lja.q..-.J1 0c.020 '': ' -a, "0-.00 LH ;-- 1- , , • 1(6.,0,4...x s".i" 411 0-aub may ar,ap.a(a0 abr,0 158*X "..., 1 . atlas,%a,baa 1 4,700 e..q,,,,u,,,,,,,,,,, 0 126 a a 2"con ab.,a tuastaaa (' , - 1 1 _I ac, I 4'ac. 20 46"a.c. ,R8 41,3 1 acaban,zaa lac,r-‘0, -.-- ..,.., ka (.0'r Ala 0-naa--4440.002 a 0.4i 10000-.001 p.O.c,JJJ t^. JAS(10 bi ,,%(().ba aaaabab I. ) SI554 _ i I ' if.' cf2)26n.acom 446 Lost a ecCr.end , 0 49)11020.08 aCC0 0 each ero of eabb abeastwca 0 0;004 • • `4'4'4" , a 11-1 ,....:‘.„ br,,,e,s . (.45 . 1 . I a - , ,4 a'r019. 1 ' ,,, .2"O.C. 2'0c 30 22 00-, bee(4)i ,49_c . 1002.014y41742/(t;(,+6c6)Itco,r;r14vro,t_Lrott 11ii F to a-NA. i 6 4° 14(C40 b/(14)140 sinkers barn easi '` - b- r [ '''',::,;.tfr 0— f ,4- . , , 1 I ,211 1....n.pes ' . J (19 CNST 14 0 601.2022):60,,arbab,ar w.er,eau era b,_ , 6110 r • • 1 44. .2Z,Z4.64 41 x N24xx24 1 ' I'11"4111141. 1 (i)i I . so a.20)- 1 3-Dl. .5 OC DNC 2X 20'CC i se (4)1 600 #0148*MO 564 coonn2,2 4 40,1 00 MS4C-02.An)568 stabeas oc,n eaa -- , 1 )82 3x 20.0.0 I ' es, . I LA NICE r'.P i ,,.. ((x)0x(s1 Ix x 231,./(2,1 L.,....L.,,JJ,J.,JC INIJ .CJICI .,.:Ij ,, JJ,D0.....4 1 POI SD30"a 42 i ,,et., I ..st,,,Is aatsa 1,044a [ 1 4295 6 .- I 2-0020"0 C 30 163 0 0 ce6 I a0C 00,040 0. 10 abeam.00.}on) e.,$ - 454108,/(32}ida s,niagas baCh law ‘ 'W8 0,,,(% , I it.%,,,b-•b`,21....____ oo)sus 4-7i„,--„,„.„,.i -i- 41 0107 40020 eoti de , 00..00'44,2 , tS2t.I ! (4),(8) rnr </\> 4(20-II jx,0,..).).),mx,„,..,I Kt. 1 44xxxx12 xxxx.4.. Lx 1 EA sot ,.,.''-"44 1 1 i , (13)biaa...,.•E an,410014"n 004.of 51.00.-,4 ,.."' , cl' .14-' 1 I I ---:------T- i(I.)34 xia.,bba,(ba.na,%boa,ar,ra,,,,a(a.o.,,c.an i :(4)LOS e ah --: 245 0405 5.J.J4 2"U.C. 1 2'pc.1 30 ! 3"31 I 4.4 .:`,2.',. 1 (4).0) ''"' i 03500/14 i$ ,c,..c 0)nab a.,10-aG, cl-Jtv4 • 444 4 4tt 4444.4 / 14 Dii 11 ail,. ...1 i,.. (I) , immorimmeN 11 1 , , , >t1 1 w Page 9 DOUBLE 2 X 4 OR 6 FRAMING e LOCATION OF HOLDOWN. I.. I I L f 1 _ HOEDOWN 1 1 — ' SEE SCHEDULE 1-11•• 1. 1 - /1....1.•••11,\ `. 1•••I ` 1 _P. m Z —-1- —a/ ../ I 1 1 11 I I 111 i1 • I' 11 • • I f • • -i 1 1` 4 '' THREADED ROD 1 II `1 1 . II• : • 7 ; / AARE0_� PTD ' SHEA T N INCL 1 II` I SLEEVE NUT 6 ..1 SMI BOLT SPLICE 1:1 11 • • • � 1•11 • • 1� "S iMFSON 11 STAB 11 I1 BOLT( SEE • •I1 #4 B,4R 1SCI-1EDULE) fl • • • 11 : • U CONCRETE FOUNDATION • ==k0i D OWN N SCALE= 3/4" s 11-0" - D—EXTEN DRAWING NOT TO SCALE I ENYIELr --A--- - EMIIROEIELI-21:1K1 1DR,L,UJI\ BY- J.Y. CIVIL- STRUCTURAL ENGINEERS D /A�-F -TE 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 S�✓ PORTLAND, OR. 97216 FAX: 15031 254-6761 F _ _ Page 10 — OL-IBILE. TOP' PLATE / * / / ,, /-- T's'1F. i , 1 1 I ' 1 1 I i I I \ \ 1 [ \----, E.T RAF FE F'' FLAN I ; i 1 1 ; i I I , WINDOW OPENING 1 1 1 I 'cII,,-;TLF FE-- '' PLAN \ I / ',/,,-+- 4SLOCKING 1 \ 1 , ,--- 5LCC<INGI I i 1 I 1 \ ; 1 1 r— I ; i 1 I CONTINUE SPECIHED sl-E4TkING AND I i I 1 I 1 N4ILING, 4\50 /E AND i 1 I I I E)I>EL OW OPENIN,C1 ! i ' , 1 i 1 I I 1 1 1 I i 1 I ; ! , I L _J . 1==,--_,..... F 0 :_,:(,----- -7: - _I-2)iz.:\ / \ , _,, ! \ ",,,,..„ .,,,___,,,e __ ( / S C ALE : 3 4 .. 1 = 0 " 1 I I 2230CE FONT .___LEVA\TION n It ROWELL ENGINEERING, LLC c..-.1.;-7c- loN .5}1,$t WASHINGTON SI.E,5TE 2,, Fa r5.1.? Na?2,,I PORTLAMO OR. 5726 raltr503i PAG 61. . . Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. LARGEST OF THE (2) ND STRAPS CORNER -I �� LARGEST OF THE (2) �`• (2) 2X OR LARGER H.D'S CORNER %'� (DEPENDING ON H.D.) 6 a FOUNDATION .4 ' UPPER FLOOR OO 5 f\ D --01 DOUJIN OOR\ SCALE: 3/4" = 1'-0" cot€-fu DRAUJING NOT TO SCALE Q0 9C L IL DRAWN 81'- JX, CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 I SEA PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 12 , DATE: 06/12/17 PROJECT: 21124BA ' vvm0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: MEM WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 1.18 SEISMIC CAT: D to obtain 120/B (S05=2/3 Sus) 085O12SD�� 1O2 U ` � -" / R: 6.5 snow load = 30 A upper: 1210 mean roof height, h 280 A main: 1507 A lower: 0 V=1.2SosVVo'/R ASD Load Combination V/i.4 ««ch ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 1210 18150 2848 2034 EXT. WALLS 12 8 147` 7056 1107 791 INT. WALLS 8 8 100 3200 502 359 BRICK 40 � . 0 0 0 0 TOTAL ' ' ` 28406 4458 3184 MAIN FLOOR ROOF/CEILING 15 592 8880 1393 995 FLOOR , 10 915 9150 1436' 1026 EXT. WALLS 12 9 151 ' 8154 1280 914 INT, WALLS 8 9 100 3600 565 404 WALLS ABOVE 10256 1609 1150 DECK 10 � � 0 0' 0 BRICK 40_ 0 0 0 0 TOTAL ' ' 40040 6283 4488 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 12 0 0. 0 0 ,|NT, WALLS 8 0 0' 0 0 WALLS ABOVE . . 11754 1844 1317 DECK 10 0 0 0 BRICK 40 ` ' 0 0 0 0 TOTAL 11754 1844 1317 ' ` REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (plf) Floor to Floor Holdown Floor to Foundation Holdown ,wind/oeio Tag Load Type Tag Load Type S 260/250 1 1500 cmsr12x36' 6 2684 STHD14RJ A 350/350 2 3430 cwsn2x46" 7 5090 HTT5 B 000/600 3 4700 omornxmr 87855 HDU8 C 890/640 4 6210 cwsnzX/r 9 ' 9535 HDU11 D 0808980 5 9215 Cmunzxyn 10 14445 ' HDU-14 E 1280/1280 . ? 14446 to high F 1540/1540 - ~- ` Page 13 DATE: 06/12/17 PROJECT: 21124BA WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT, BRICK NOTES V1 18.9 18.9 8.0 V2 14.8 10.8 25.6 8.0 V3 3.6 3.6 7.2 8.0 0.0 V5 4.4 3.8 3.5 3.5 15.2 8.0, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.9 M1 20.0 20.0 9.0 M2 7.8 10.3 4.8 6.3 29.2 9.0 M3 3.0 3.8 3.3 10.1 9,0' M4 14.2 14.2 9.0' M5 3.6 3.0 2.6 9.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 82.7 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: 6/12/17 PROJECT: �11������ , 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 3030 3038' 2254' 18.9 160 119 V2 3451' ' 3451 2567 25.6 135 100' V3 3901 30O1 2902 7.2 542 403 0 0 � 0 0 0.0 0 0, V5 3194 � 3194 2376 15.2 210 156 0 0' 0 0 0.0 0' 0' 0 00 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 O' 0' 0 0.0 0 0 0 0 0 0 0.0 0 0' ' o O 00 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 ' 0 0 0.0 0 0 0 13576 [N1 2990 3030 6020 4477 20.0 301 224 M2 3318 3451 6768 5034' 29.2 232 172 . M3 2585' 3901 6486 4824 10.1 642 478 M4 2632 2632 1957 14.2 185 138 M5 2306 3194 5500 4091 9.2 598 445 0 0 0 0 U.D' 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 O 0' 0 0' 0 0 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 0 0 0 0 0 0 8.0 0' 0 . 0 0 0 0 0.0 0 0 27405 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 o 0 0 0 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 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 O' 0 0 0 0 0 0.0' 0 0 0 0 Ul 0 0.0 0 0' 0 0 ` . Page 15 DATE: 06/12/17 PROJECT: 21124BA SEISMIC��"�/vnn�� SEIS. TOTAL SUR. 96 SEIS. MAX. ADJUST O|REC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUNREDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 ' X 3184 605 50% 1592 0 1592 84 1.00 1.00 84 V2 X 3184 605 50Y6 1592 0 ` 1592' 62 1.00 1.00 62 V3 ` ' X 3184 605 50% 1592 O' 1592 221 1.00 1D0 221 0 3184 0% 0 0 0 O' 1.00 0 V5 X ' 3184 605 50% 1592 0 1592 105 1.00 1.00 105 0 - 3184 0Y6 0' 0 0 0 1.00 0 0 ` ` 3184 0% 0 0 0 0 1�0O , 0 0 3184 0% 0 0 0 0 1.00' O' 0 3184 0Y6 0' 0 0 0 1.00 0 O' 3184' 0% 0 0 0 0 1.00 0 ' 0 3184' 0% 0 O' 0 0 1.00 . 0 0 3184 0Y6 0 0 0 0 1.00 0 0 ' 3184 O% 0 0 0 0' 1.00 0 0 3184 0% 0 0 0 0 1.00 0 ' O ' 3184 0% 0 0 0 0 1.08 0 O' 3184 0% 0 0' O' 0 1.00 0 200% 0 6368 M1 X 4488 754 50% 2244 0 1592 3836 192 1.00 1.00 192 M2 ' X 4488 754 50% 2245 0 1592' 3837 131 1.00 1.00 131 M3 X 4488 546 36% 1626 0 1592 3218 319 1.00 1.00' 319 M4 X 4488 529 35%' 1575 0 1575' 111 1.00 1.00 111 M5 X 4488 427 28% 1272 0 1592' 2864' 311 1.00 1�OO' 311 0 4488 ' Oo� 0 0 0 0 1.00' 0 0 ' 4488' O��' 0 0 0 0 1.0O 0 0 4488 0% 0 0 0 0 1.00 0 0 4488 0Y6 0 0 O' 0' 1.00 0 0 4488 0% 0 0 0 0 1.00' 0 0 ' 4488 0% 0 0 0 0 1.00 0 0 4488 O% 0 0 0 0 1.00 0 0 4488 O%. 0 0 0 0' 1.00 ' 0 0 4488' , 0% O 0 ' 0 0 1.00 0 0 4488 0% 0 0 O' 0 1.00 0 0 ' 4488' 0% 0 0 0 0 1.00 0 200% 15331 0 1317 0% 0 0 0 0 1.00 0 0 ^ 1317 � 0% O 0 0 0 1.00 0 0 1317' 0% 0 0 0' 0 1.00 0 0 1317 0% 0 0 0 0 1.00' 0 0 1317' 0% 0 0 0` O' 1.00 . 0 O 1317 0% 0 O , 0 0 100 0 0 1317 0% O 0 0' 0' 1.00 , � � 0 O 1317 0% O O , 0 0 1.00 0 0' 1317 0% 0 0 0 0 1.00 0 0 ' 1317 0% 0 0 0 0 1.00' 0 O ' 1317 0% 0 O' 0 0 1.00 0 0 ' 1317 0Y6 0 0 0 0 1.00 0 0 1317 0% 0 0 0 0' 1.00 0 0 1317 0% 0 O ' 0 0 1.00' ' 0 0 1317' 0% D O . 0 0 1.00 0 O_ 1317 0% O_ 0 0 0 1.00 0 ' P8Qe. 16 . DATE: 06/12/17 PROJECT: 21124BA WALL SUMMARY WIND Narrow |NCR CDNTR. MAX. SHEAR WALL min UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR |nureuaE, SHR W ° S SHEAR incr inur p|L V1 119 1.00 84 X 119 954 S S 0 ORO 2x V2 100 1.00 62 X 100 802 S S 0 ORO '2x V3 ' 403 1.11 246 X 403 3224' B B 2 OR 7 2x FTAO ANALYSIS USED O' 0 1.00 0 0 0 U ORO V5 156 1.14 120 X 156 1250 5 S 1 OR 6 2x 0 0 1.00 0 ' O' 0 0 OR 0 0 0 1.00 0 0' 0 0 OR 0 .. 0 O 1.00 0 0 0 O OR O O' 0 1.80 0 0 0 . 0 OR 0 0 0 1.00 0 0' 0 0 OR O 0 0 1.00 0 0 0 O DR O 0 0 1.00 0 0` O. 0 OR 0 ' 0 0 1.00 0 0 U. 0 OR 0 0 1.00 0 0 0` 0 OR 0 0 0 1.00 0 0 0 O OR O ' ' 0 01�UO .. O ' 0 0 0 OR 0 ` ' /N1 224 1.00 192 X 224 2015 S S 2 OR 6 2x M2 172 1.00 131 X 172 1552 S S 2 OR 6 2x M3 478 1.50 478 X 478 4299 B B 3 OR 7 2x M4 138 1.00 111 X ' 138' 1241 S S 1 OR 6 2x M5 445' 1.73 539 X ' 539 4002 B B 3 OR 7 2x 0 0 1.00 U' 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 O 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 U 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 0 0 1.00 0 0 0 U OR O 0 8' 1.00 ' 0 ' 0 0 0 OR 0 . 0 0 1.00 0 ' 0 0 ^ 0 OR 0 ' O O. 1.00 0 O O . 0 OR 0 0 0 1.00 0 0 0 0 OR O 0 0 1.00 ' 0 0' 0 0 OR 0 0 0 1.00 0 0 0 ' 0ORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' . 0 U' . 0 OR 0 0 0 1.00 0 0 0 0 OR O O' 0 1.00 0 . 0 0 0 OR O 0 0' 1.00 ' 0 ' 0 0 0 OR 0 ' 0 0 1.00 0 O' 0 O 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 U' 0 0 , 0 OR 0 ' Page 17 Designer: S.H.L. PROJECT: 21124BA Date: 6/12/17 PROJECT NUMBER: 170239 #OF OPENINGS 1 Max is 3 WALL LINE V3 Height Above 1 W S MAX Opening Height 5 Induced Shear 2902 1592 2902 Height Below 3 Height Total 9 Max Shear,V 2902 Sheathed Height 4 Holdown Force,H 1892 Wall&Window Len.ths Check Ratio Wall Pier,L1 3.7 OK SEMI Openin. Width,Lot 6.4 Wall Pier,L2 ®OK MENEM 1111=1111111111111111 11111111111111111111111111 1111111111111111111111101 L TOTAL 13.8 CHECK LINE1 1892 1892 OK LINE2 0 0 OK LINE3 0 0 OK LINE4 1892 1892 OK Max Horizontal Force 1514 AB SPACE LINE5 OK473 SHEATH B LINE6 OK Max Induced Unit Shear,v B HORZ LINE7 OK STRAP HD STRAP LINES OK UPLIFT,T 1892 2 6 2 L1 I Lot 1 L2 I I I l HA VA1= VA2= -17 PLF VA= 473 PLF -17 PLF F1= F2 HO V1 = 1514# 1514# V2= 392 PLF 392 PLF VB1= VB= 473 PLF VB2= HB -17 PLF -17 PLF Notes: 1.The length of each wall pier shall not be less than 2' per 2.A full-height wall segment shall be located at each end of a force-transfer shear wall SDPWS 3.Where out-of-plane offsets occur,portions of the wall on each side of the offset shall be considered as separate force- 4.3.5.2 4.Collectors for shear transfer shall be provided through the full length of the force-transfer shear wall.