Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (11)
/1/1S1V/6 GGA ism Sw ,-k7rz 10570 SE Washington St It Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 5 ,r LATERAL ANALYSIS May 3, 2016 JUN 0 7016 Mascord Plan: r T 22141A - FOUR D CONST. Greensward South - Lot 1 Tigard, OR 97224 100 mph 3-Second Gust, Exposure B Seismic Category D 2012 IBC / 2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 PRpf� Rowell Engineering , GIN�Fss•f) Project Number: ti 160159 A $� /SII EG'N co 0 •22 �°� yv C�0 T. RO' CLEC. 31, 1c ...J 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. ..... . 4 Page 1 ' I , . A ,. 41Lq --; . ,/!'!''‘III‘,'\''..;'.I_I,.11.,'—\',' ,:-I-:;-1---7.--E:1,-e-IJ:!!!\,,,-'''''',"•!, ./ ./..,,/,,,, •,•„`,-.: -, I I! I ''''.---' \II I*I ''I --II-I II:I'\I! ' __ ! ,, ..T ,‘,:- ,,,,Tc I 7, ,'- 111'-• ',‘ :,' ' ''''",-- 'N''' ',t-1.-"- ''--7.-''', 1 ,--.7k 1,' '1 ;\'''',,..•;:‘, _ _‘..1,,...1‘_',-, __ _______ - - - --, 1 , —did -ddi 'id I. =° id :, [ --- 711' . '----1 :-:::::"-:::-:: ;;;;,44,2„ 4, --....1.7.-,-,i't.,; .._.... .. [7:::—',r::-1;I 1 --,4 ,. 1:'1-r.: __---,-7 i:....... . ;: ,., 4..._s : J — ...„._,.. -1 -, r„-- i,;;- -; .,r , ; 1..1 -/../--- ,,,,__. _.:,i'.,1 . f,!,: :Hi , ;:::,14--zN ;`,,,,,,, ;I, K ". r .,,, ,,,',/'-`,_ ' ,-,‘„\ ,1 ., ' .. 741F- '1,;,; '-..--„:',--P-L-=j- 17-.2 ', --;rr :i 'HI_ -- ' i 4 ;;;; -, : • ",4 "" ' ! , '1 - I" -;--'-`-------;!:, '''':---,-,•-,- - - -- ',' -',=_..,--;, . H ;',. ;;; ;' , F. 1 'F.--7- - ;lc' 111 -{ , ...,, ' ,,.....,i ,t.., —„..-111 , -.;' H:h2—..'.,,,, 1,-, „ ---C- f'7,77-771-ii::.[1:::11";:t1p..... .c----,-,,---,1 , ' • ,---,-1 ', ,, , , . ,' 1 ,7i-.,----,- , , -,,,,,, 1, [ ., ,. ,. .- - -• ;%t----,,,-Li --' --'' --- --..-7,_,.._. ,_-..., ,,.- -7--. ---,-- ,,--- - -.—L----, ': _,-. -, .- '-- ' " ri --,.•--'''--- ' ' ' jib TM1 111111b M2 1 i ....._ . _ „.. _......_ , ... .._. .,.. 22141A ------c;-)0N— E / -1 k,...-ioN NE MN ' ROWELL / ; , ENGINEERING, LLC .._ _ c.:it Ec- ,,,,Ir, , c N ,, .5,,.545.4.5,0ii 5492E7 Ode 2. idi .0.2,4 5242 i 551,O2 2,4 5.it, POP',4.4 0,, 5,2. Page 2 , 4 • V3 44 V4 ..., I ...,. . „.- ... ! , . B m 14.8 I , I , I 1 • s . j11.8 I a 7I is • ,1.,--::... ■ ./r ; II •,-/ , ...., .. r' • - i 1 . 6 ' — , --s __ .„___ I ' f, r,,, — I , - I ' , 1 Jj r -r------ r-—-- -- 55 ' ,..., ,_. . . .. _..„ ...... . 1 . t ......__ . ,s[ FA 1 o is M3 IS M4 , 1 ! ..„ 22141A 1?1G---,7 EL_E ',/,Z= TION .. _ .._ an nieROWELL • 5:-...-A,..E ,,a. . •.o. liffota.51-106- ENGINEERING,LLC COLLECTIC N e0b7C St AASHACrVi ST,.,s-r ,(55,7,046 Page 3 4. VS lV6 1V7 .... .., „ .. a • • 11N ,,,, —...... I .. , 14.8 • • \ • • . I FB-8— ,.. r'/ a 14. • 1 , II• I. I . IP , 111 ' ,1 a . '„ , .1, = • I. =1 ,== • - 11' ” 1-11 = - - ==1. , 11 = ' ' , ===` '1'1 -1=1 ' 1 L1 1 =- - •.. 'jib t-7= ',.;-------: : ' , ,.=, ;. - ,;-.......11:1 :.:, i-i"_1,..14:;.;41 i '1 , ,14,,.Li t:,, ,, ,....L..',,,7,.1 _i_l__,,,.,,,__;,,:, :::„:::,..,_;1 t:-.-- - =" 1:_._ -4 7.7',.;:.4.-1• ' ;''1 . 1.. . ' • ',., , -7, = . 1 , , 11111111' M5 M6 * M7 * 22141A '.E/..L;'-'. EE ,-/,(.. --ION iss ME It ROVVELL .__ _ .c.4._,.._ e. . •_, ./, I / ENGINEERING,LLC c....)( I I( T ' ,.."-•-• s-R„t,'I s.,,,, S t0.b7U St Wt. ',t to;t'sett,Stt PO ttti ttS1 554 6542 nOrtt,As,Ott r',e ,v1,03,t.,t.Sttt I Page 4 , 4, . , . . . , . , s , .. . , , .... / . , . ',... .. . . , , . , i' ,.. ...... t,.'1,1; ,t; it it,iii,,,, /„...-....- : . .,. 11 „../::,--.',/ i . 1 li- , /..z._ it H. • — - -, ,. -- ' , ' ,,A 1 „„.... , . si 1., ,,f ' , • ,, _ , , _.,,,,,,_,. I • ! , - , . --$ , I I • I -,..z.:— ---...•'- 1 . - --- „; , - , - - --- . I . M8 $, M9 11411‘ . ,,_........_ . .. 22141A —EI==7 EE '11- . R'10N es ROWELL . .. __ / i / ENGINEERING,LLC C.i.,(H.. 1C, IN PORT 1.6 t. 472,6 ,..r.V3'7t.6/6 Page 5 • DATE: 05/03/16 PROJECT: 22155 - FOUR D CONST. WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h=�ft o 0 least horizontal dimension, b = ft 0 0 V3 133 43 152 4502 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 34 34 48 141 3727 V5 31 37 54 175 4211 0.1b = 4 ft V6 15 68 208 3846 0.4h = 12.8 ft V7 53 784 min = 4 ft 0 0 0 0 3' = 3ft 0 0 0.04b = 1.6 ft 0 0 max = 3 0 0 0 0 a = 4 ft 0 0 2a= 8 ft 0 0 0 0 roof rise, y=IMMIN M1 87 1496 roof run, x = 12 M2 91 1565 arctan(y/x)= 39.81 DEG M3 11 143 52 3311 M4 81 18 48 20 3078 A = 21.6 psf M5 93 131 4262 B = 14.8 psf M6 5 6 182 17 3528 C = 17.2 psf M7 29 33 1115 D = 11.8 psf M8 66 53 2337 M9 58 19 1534 M10 43 27 1328 0 0 0 0 0 0 o o 0 o 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 Page 6 , . . , * 1 <-,-,-;, %;' ' "'.-',''..• 1 iv , 0 - unagemeima: , Cy.,] I-; siii i HE R ,.; 0...... . ; afR. 2 ; * 1 i '.. : . I ,., I 1 .1 y - r i IR 1 hi ii 0 s4,, 11 i II I11 I Li aoNt..15 u 4:g,-> EMINIMABROMmnSar = II 0 ., _14. , 8 / r.',..,.. / . , . f C..... 1 ' , -1•./ , 22141A — iPPE7,? ,=-----__OCD P /-N RE ME faeir4,1,06, R ROWELL ENGINEERING,LLC c 0, . ii 72 7 I C.I, PC.5L AM,OF 5,E . , Page 7 , . , . ..,..„ I 6. , ir DECK DECK ,.. 11 v..i® 0 0 1 (.,.. \ / \ coloton I 10 ' not ' , , rin 0 immerse 1 e . 1 i NOOK i i _.,-- , i G . .--.-r: R'---1. ' , 0 ' ^ tr, ,it) r Pt 4 ..1 P.....) LIES•44- It E,R, In 1 ....) , r...... 0=--- ----- E,TENP S.E1R / -1- -— WA .n-PFPraPors"P / / INTER.SECT.N6 / / /// r' ."-- 1 r STbit3t. P 1 . 1 P 0 ,..-..“. fl 2„ 41, NJ" j\e • . ft.:744GE-. E/sPENL:5P-PE4R1 ,....."' I ' tKrEPP2..4Sc..."INCI P iLt.1..p. I : ! r DEN , . 1 , issru. , , I rti.) e t ' ,...,) 4..." 3n 't;-‹-e'› ril Liiiiii1105111111R; c ..----- ,, ,,,,›re , • zi,Ti.:.,i..!'i -,'4, i"' •:1;-- . . . .. _ ..-. ...__ _ . . 22141A N4dr\: - 0 .._ . ItOVE L ; / ENGINEERING,LLC ,C'L,LC.' I CN ,.TR-1_,,,,,,,, .5,0 Sr WAS,,,G1,,, 1,,LET 5, ,t ,,,, 1,i,3,.6592 posy,to., OR ,.t. I A,1.,..,25*VC , 1111111=1111111=11.11111 '''..t..- , e „ -21.:7 Li A ' a) a) 1 0) I ! .14. 1 \ . , • SHEAR WALL SCHEDULE „, ,,., • • HOLDOWN SCHEDULE • SEIS '6- MIIIIIIIIIIIIIIIIIMNIIIIMIC ZONE 1. 111111111.11.1111111.11.11111111111= N' - ^---'---k' Ant,a, ,,,-.. ',.:,„ 7,V,.., ,--A,PS.A::::.:. ,' t. :,,,,, ,, MAN ( ,,,...,,,,,t.' ..; i:::'.H,,Aciry=, Ablii''., APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) , ...,,,,cle ''..ec„,,,..w,th r''',..; U..,) ' COE..4 i (sE3S,) iT.- . .... .„„...._ PLATE : , r.„— MARK ANLAU.NC I- — I N : ” NOTES ! _CAD !0; .nteffr,e0„04-0,0,1S r0,1,,-,0,.4'../' 0 0 .--.. ,bct Ni siFE 1 STFAce--J., ! !--- , 1 leg i ANNNANNAN 4 .'0 ,, 1.,„,,' fl , r 0 , --0,,..,00„ ,,,, 1 ., ''''`' ''4'' — -4: . , , ,,, C,I 34: X '2:',•'', .. ..- ,,,, may.t: ,,..: ,,,t 4,, ,5 .- T FE, ,-,).- - ' i 26T) I”'I (---"," 4 ' "' *;" N. -`,) F 48 N. ' .. Of_ ; 2 ' D C : 1, :60 . ,4b ..,,,E) 1-,.!..!.4 )0.,,.0..0 1.,,..,00, ;..... -". ,o, t , 1 • i(6.; 4.,8', ,, ,..'I 0.0 0-00,01,n,ly Ce: 0,4.4, xr 6. A „,0: 01„0-14 ,,, 1CMS1: - . .. ‘.. HI- , A...I'no , m ri,71., -,, -'' ...'h'''`' 4'7'-' ' ,,::7,',;'''''''' I ''-'----,,,. ''''''. .P. 4- 0,C 4" ,;):. : ,N 41r 0.C.- ... „ 1 i.,-1..;n 40 1 40,,...)r,:t0,,,... ,,,, .., , ;41 A Rm P.00."- -,0;<pot 4H ,, , ,i-r ,3 ,,0..,A.,,, n,I. , ,,if.:!-.VT,!:2 ,,' z': 4,Cu,:}14: 1 : I (c)1 8 V:,rr,n, ,.),t;oc,., 4,,,--NI' : A C44:-.1:::: .: (3,).',.`6"'""" : ' 54' :;- "' EtTli ,,,,,; -,Aucv,rts,,,,,T 4 ttA, 4,„.3 , ,,,r. ,,,,,,-,„,T,,e0 4' 1"i N. ,... ,,,,c,on- .1. .. IIII . . ' .,.. i ,,n nOtt,, i:A :A,: Ac, <,,,„; ,,,-.Ni e04e(.,1e0 4.,50 ,-,- ...q: _1! ! T-- . •— ° 4 4, 1.200(0.40" 04 X 5 "', ,-,(e} ,6,., -.0,70004 ,0 , ' ,, . 70 ..I.: !-,'.0 , ,,., . :60, ! 0 04 0,,, , '-,',' D.4:4 ' - ' - —.4 -"' z": ‘-'° , ''''' '' FA MST 37 4 6 +,,,,,,,,,,,,0 '',. 0 ,„ (14) 16,.. r.0,,, ,--1-r .-0 " , 4,,,,,31,,0-,,,-, (I) .0 ,:,...1.. X,:,fr.. .,,,/22', \„7.2.71>, ,..)th. 2A, An" .A ---, -"' --" .. - r ;;';',F.E- ' .. , "")! . ^ 4- "'"' '''' ''' F ,, —Al ,,ITN. w . .,(2:J ,t,,,j :,,,,*, e.,, NN ..,.. ..0,, 040, 1 ' -4,! 0,4; ,-Y.," A x 2.7i0 2" 0 C : .' 0 C „Sx le- 0 c i s,ee 1,,00 0' „,' 000 ' I 1 (4„).(,",‘, ' - -: :c.!.,,,,3,, ---,.1 1 ----- . , ., „... , 1-.}%3% ,oat,, 'N,, N,. 4,1. ,e,,..an 0n 4..0::0 ,,....t. 1 ,C;-X,`,.).--, ,,.-,”„00,-, -,,,,,,,0„.1 4 ° 4" ,::-L. ,,., i 3X j' ", ' ...,^',' V`4' . U ' . ,, N.,... -- , -,1--.'< ' , A t,.,.W., ' ""- ' ! (4''.• ''',4-, RI : . , NA ,,,,ANA ‹t i UI 1'''' : .. , rW -- ' ;4 (Di.0 'N : MIMMIIIMIMMIIIIIIII xxxx . tte-titi, xXi Xi,ix it i : Page 9 DOUBLE2X4OR & FRAMING e LOCATION OF HOEDOWN. FIII I i HOEDOWN SEE SCHEDULE SII l 1 0 _ 1I X11 L-� _ . � L _I m 1 _ I __ ` I 1 11111 1 1 — I— T- 4 - - I If _i I I THREADED ROD II >- Z ,z AiPA RATED SHEATHING HH d SLEEVE NUT e j BOLT SPLICE __1_ _L__4_ �� 111 - J I IIS IMFSO �l 11 STA1:5 11 1 5OLT (SEE 11 #4 BAR 11 I SCNEIDULE) U U CONCRETE FOUNDATION 10 1 ) OLUN N SCALE: 3/411 6 11-0" -D-EXTEN DiRAUJING NOT TO SCALE P: EIAFJIWIEIEG20Mg D12AWN E? r- JX_ CIVIL- STRUCTURAL ENGINEERS DATE - 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (503) 254-6292 PORTLAND, OR. 97216 FAX (503) 254-6761 ,le MIN. 14/3.5 Page 10 , •T• -T T T-` 17 SIMPSON "MSTA36" 1•:./ �. EA. SIDE, (4)-TOTAL •I-• kI 1 1.1 1'I 2X CRIPPLE WALL OVER J• L J 1 __. HEADER, W/ 11'/2" SPLICE I , -' - -- -6 JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) \ \ .7 7 CONTINUE HEApER \7 .1'. TO BLD(:. CORNER 4 Z 1•• NAIL SHEATHING TO a •1•:1 II HEADER W/ 0.145"4, X 4 1•.1 :.I 21/4" F. RH. P-NAILS 6 La •I'• .1 3" O.C. BOTH WAYS N •.1 O �1 ••1 AAE _ (OR OTHER OPEN G) 3W 0 1- d I 15/32" APA-RATED SHTH'G = FROM SINGLE SHEET, W FASTENED PER SHEAR I Z SCHEDULE SPECIFICATIONS AND NOTES c \ BLOCK ALL PANEL EDGES I PER SHEAR SCHEDULE w SPECIFICATIONS 4 NOTES Z '1 I I• '11 I1 REBAR &O GRADE z •1 I T w 11 SEE SHEAR SCHEDULE AND v w •I.1II• NOTES FOR HOLDDOWN SPECS `NI • •I Il PANEL WIDT14 ( _ ' L "3 TIES 1111 II 11 II (0 ) - alt- 11--��1 Q Il11 0 9II co *3TIES II II LII f \ 10" O.G. II II I1 rq PLAN VIEW OF (3)"5 II a II STEM WALLEACH SIDE \I 11 II �4" CONC. SLAB ---Ii----11 11 I I 11 II 11 II II II II hky____I _ II II MIN. 12"x12" CONT. REBARW/ 24" NOOK FOOTING e GARAGE TOP 4 BOTTOM 'a CORNERS DOOR WI (4) *4 CONT. �, NAIRROW 51-1EAIR 51-1E4PANEL / NO SCALE (REDUCES PANEL HGTJ NRWSHEAR30 V QOV/YNLLD C K(�IMIENG211K1 DRAWN 1SY- J_Y_ CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH 1503) 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 EDGE NAIL ROOF PLYWD. TO 2 X 12 LEDGER W/ BEVELED TOP TO MATCH ROOF SLOPE. NAIL LEDGER W/ (2)-1601 EA. WALL STUD 4 EA. 2 X 6 BLK'G. (2)-2 X 6 BLOCK'G *>< / FOR THIS SECTION OF ROOF, e 6" O.C. VERT. BLOCK PANEL EDGES W/ 2 X 4 FLAT, NAIL Sc1 e 4" O.C. EDGES AND BOUNDARIES, 12" O.C. IN FIELD. XI SHEARWALL PL)-WD. MUST EXTEND DOWN TO BOTTOM WALL PLATE (TYP.) )1) 1[l EDGE NAIL BLOCKING- FASTEN BLK'G. TO WALL PLATE W/ "SIMPSON" LS50 (SPACE LS50 PER NOTES) *) R00I IR D Al SCALE: 3/4" = 1'-O" LEDGE1 DRAWING NOT TO SCALE KOWELL DRAWN 1ST— J.Y_ CIVIL- STRUCTURAL ENGINEERS DATE—— 02—23— H 10570 SE WASHINGTON ST. STE 212 PH, 15031 254-6292 /mac SC/ PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 12 , EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. I LARGEST OF THE (2) HD STRAPS a CORNER gm Io ii „I j r TA LARGEST OF THE (2) �!`•� (2) 2X OR LARGER II N.p'S CORNER %'�'� (DEPENDING ON H.D.) 1 A a FOUNDATION /I a UPPER FLOOR 1 CO"5 f ' F I SOI DOWN CO N I SCALE: 3/4" = 1'-m" coreirav 1D12AJING NOT TO SCALE 7,74-fi MF_IIIIKEGAINI DIRAWN E - J.'r. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 SCS PORTLAND, OR. 97216 FAX: 15031 254-6761 . . Page 13 ' ' DATE: 0503/16 PROJECT: 22155 - FOURD CONST. ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE '2013 IBC BY:MIMI WIND SPEED: 100 Adjustment Factor for Building Height A = 1.02 EXPOSURE:' B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B (Soa=2/3Suu) 0.850 1.28OSU 1.02 ' � R: 6.5 snow load = 30 A upper: 1816 mean roof height, h = 32 ft A main: 2647 A lower: 0 ` V=1.38oeVVoL/R ASD Load Combination =V/1.4 wDL 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 1818' 27240 4275 3053 EXT. WALLS 10 8 191 7640 1199 856 INT. WALLS 8. 8 150 4800 753 538 BRICK 40 0 0 0 O TOTAL 39080 6227 4448 MAIN FLOOR ROOF/CEILING 15 885 13275 2083 1488 FLOOR 10 1482 14820 2326 1661 EXT. WALLS 10 9 227 10442 1639 1170 INT. WALLS 8 9 100 3680 577' 412 WALLS ABOVE 12440 1952 1394 DECK 10 280 2800 439 314 BRICK 40 0 0 0 0 TOTAL 57457 9018 6440 LOWER FLOOR ROOF/CEILING 15' 0 0 D FLOOR 10 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 VVALLSABOVE ' 14122 2216 1583 DECK 10. 0 O 0 BRICK 40 0 0' 0 0 TOTAL A U 14122 2216 1583 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (PU) Floor to Floor Holdown Floor to Foundation Holdown wind/seis Tag Load Type Tag Load Type S 280/200 1 1500 CwSnoxuo` 6 2684 STHD14RJ A 350/350 2 3430 CMor12x*8^ 7 5090 HTT5 B 800/008 3 4700nMST12x60" 8 7870 HDU8 C 896/640 4 6210 cmar12x72^ 9 ' 9535 HDU11 D 980/980 69215 cmoT12x90^ 10 ` 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1640 Page 14 , DATE: 05/03/16 PROJECT: 22155 - FOUR D CONST. . WALLS LOAD WALL SQ, FT, LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 V3 11.0 3.7 3.7 9.8 28,2 8.0 V4 4.2 13.4 5.6 23.2 8.0 V5 15.0 11.8 26.8 8.0 V6 15.8 9.0 24.8 8,0 V7 4.9 4.9 9.8 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 112.8 M1 14.8 14.8 9.0 M2 6.0 6.0 9.0 M3 12.0 12.0 10.0 M4 3.9 6.3 8.2 18.4 9.0 M5 23.3 12.6 35.9 9.0 M6 5.0 9.6 2.6 17.2 9.0 M7 11.6 19.6 31.2 9.0 M8 3.3 3.3 9.0 M9 2.0 2.0 2.0 6.0 9.0 M10 3.4 3.4 6.8 10,0 0.0 0.0 0.0 0.0 0.0 0.0 151.6 0.0 0.0 0.0 0.0 0.0 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 15 DATE: 5/3/16 PROJECT: 22155 - FOUR D CONST. WIND 110/B 100/8 SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 V3 4502 4502 3795 28.2 160 135 V4 3727' 3727 3142 23.2 161 135 V5 4211 4211 3550 26.8 157 132 V6 3846 3846 3242 24.8 155 131 V7 ' 784 784 661 9.8 80 67 0 0 0 0 0.0 0 0- 0 0 0 0 0.0 0 0' 0' 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 17070 M1 1495 1496 1261 14.8 101 85 M2 1565 1565 1319 6.0 261 220 M3 3311 1501 4811 4056 12.0 401 338 M4 3078 3727 6805 5736 18.4 370 312 M5 4262 4211 8473 7143 35.9 236 199 M6 3528 3846 7374 6216 17.2 429 361 M7 1115 784 1899 1601 31.2 61 51 M8 2337 2337 1970 3.3 708 597 M9 1534 3001 4535 3823 6,0 756 637 M10 1328 1328 1120 6.8 195 165 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 40624 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 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 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 Page 16 , DATE: 05/03/16 PROJECT: 22155 - FOUR D CONST. 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. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 4448 0% 0 0 0_ 0 1.00 0 0 0 4448 0% 0 0 0 1.00 0 V3 X 4448 865 48% 2119 0 2119 75 1.00 1.00 75 V4 X 4448 951 52% 2329 0 2329 100 1.00 1.00 100 V5 X 4448 821 45% 2011 0 2011 75 1.00 1.00 75 V6 X 4448 888 49% 2175 0 2175 88 1.00 1.00 88 V7 X 4448 107 6% 262 0 262 27 1.00 1.00 27 0 4448 ' 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 0 4448' 0% 0 0 0 1.00 0 0 4448 0% ,0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 200% 0 8895 M1 X 6440 192 7% 467 0 467 32 1.00 1.00 32 M2 X 6440 148 6% 360 0 360 60 1.00' 1.00 60 M3 X 6440 332 13% 808 0 706 1514 126 1.00 1.00 126 M4 X 6440 1006 38% 2448 0' 2329 4777 260 1.00 1.00' 260 M5 X 6440 940 36% 2287 0 2011 4298 120 1.00 1.00 120 M6 X 6440 851 32% 2071 0 2175 4245 247 1.00 1.00 247 M7 X 6440 235 9% 572 0 262 834 27 1.00 1.00 27 M8 X 6440 225 9% 547 0 547 166 1.00 1.00 166 M9 X 6440 693 26% 1686 0 1412 3098 516 1.00 1.00 516 M10 X 6440 109 4% 265 0 265 39 1.00 1.00 39 0 6440 0% 0 0' 0 0 1.00 0 0- 6440 0% 0 0 0 0 1.00 0 0' 6440 0% 0 0 0 0 1.00 0 0 6440 0% 0 0 0 0 1.00 0 0 6440 0% 0' 0 0 0 1.00 0 0 6440 0% 0 0 0 0 1.00 0 179% 20406 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0' 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0' 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0' 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0%' 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0 1583 0% 0 0 0 0 1.00 0 0' 1583 0% 0 0 0 0 1.00 0 0% 0 • Page 17 • DATE: 05/03/16 PROJECT: 22155 - FOUR D CONST. WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Jncreas€ SHR W - S SHEAR incr incr plt. 0' 0 1.00 0' 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR V3 135 1.08 81 X 135 1077 S S 1 OR 6 2x V4 135 1.00 100 X 135 1083 S S 1 OR 6 2x V5 132 1.00 75 X 132 1060 S S 1 OR 6 2x V6 131 ' 1.00 ' 88 X 131 1046 S S 1 OR 6 2x V7 67 1.00 27 X 67 540 S S 0 OR 0 2x 0 0 1.00 0 0 0 0OR0 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 O OR O 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 OORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 M1 85 1.00 32 X 85 767 S _ S 0 OR 0 2x M2 220 1.00 60 X 220 1979 S S 2 OR 6 2x M3 338 1.00 126 X 338 3380 A A ' 2 OR 7 -2x M4 ' 312 1.15 300 X 312 2806' A A 2 OR 7 '2x M5 199 1.00 120 X 199 1791 S S 2 OR 6 2x M6 361' 1.73 427 X 427 3253 B B 2 OR 7 2x M7 51 1.00 ' 27 X 51 462 S S 0 OR 0 2x M8 597 1.36 226 X 597' 5373 B B 4 OR 8 2x M9 637 1.75 904 X 904 5734 D C 4 OR 8 3x M10 165 1.47 57 X 165 1647 S S 2 OR 6 2x 0 0 1.00 0 0 0 0OR0 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 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 OORO 0 0 1.00 0 0 0 OORO 0 0' 1.00 0 0 0 0OR0 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 0OR0 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 O 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 0 OR 0 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 0OR0 0 0 1.00 0 0' 0 0 OR 0