The URL can be used to link to this page

Specifications (99) -0 0 i 4( 11966 5w C(D ave--- It R ov E L L 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS March 15, 2017 RECEIVED Mascord Plan: APR 2 0 2017 2223AI - FOUR D CONST. CITY OF TIGARD GREENSWARD SOUTH - LOT 11 BUILDING DMSION 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 Project Number: •Ku°%G1Ne RSst) 170103 I •c, 0 58387*E 17r tr AEGON rb cj6T22,\46 " 01: T RO' eICRRSS. : DEC. 31, it] 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. ‘ , , 1 Page 1 , . . I i * Vi * V4 * ,,...,, / ./- \,, „...,... ,./- .E /7,// -..-4 ,N D, 7 B \s, 11.8 = ./ 4.8 a N d1 a— / . . N..\ 1 ill I i .• / /,-- ER MI: I e . 1 it N, /i.e. ,IIIH Urn' ,, ,-- et . , , ....• . , V. i , .„_. ... 7111e_ g 11111Iimoieh \ , '. . ...4......,.... I .,,,/,". maga...neurat.2. it 1 . I .."=...? L-f..". or.u. ' ====1 'd .., • 111/1 MO MilrOlial —I 117 I 1 1 I I ' I• l , ,.......... ..... ,.._ ...a , ... „ a• ,..- . _......._ _ ..._ . —---- =1 -'-'. ---- o- _ ........ ._..:—_,._o.......-., • ; os _ .____ 11111•Mar ,i M. •• a rr 1'——--r-r.,...-- . -_,.- - e - I r 0 •,-"Iggiftr: la OM iiireTtil 1 ....--11.....s . --. ....- - .131.....” 1--f' .1'11"-- .11 --- IL -0-7.-II LI. 7 III ,„,....._i, ,,, . 1 lip pp [r . dir --- allIM-11 1 1 ' i •' . . ' mi.: ralleoalliU i 11 1 N = ". ---- a .., ......... .._,e, ,. r ....",.........cin _,I, . ow i"Allif=illar --"D' i L7 pl--7' _ ,P1 7"="21:rarrial.: - P..; isH' 4 ti.73.._L.11671"="117-111-1'1;'a-L--- .nj --ih--t'-r --- ..*...., 15. ...i ........ ....„......e......... .:..„..„...... .!..,,,, . .,..• . 4,.•,..;:.„.- —1.. • •,., ,--P 4;"'"ri".' i 1 Mi M2 M3 M4 .......--,......__.,. ,-.......-...1 ........ 1 \ 2223A1 FRONT ELEVATION El R ROWELL SCALE :I/E. • 1•e' r0/ 6- ENGINEERING,LLC COL I.EC T I ON 5 YRtdC1,-.2A1- CNO,NEER,MG .• ,-,-,., V 1 Page 2 1 , - ,.... 111‘ V5 *I' V6 If" / /-..--,._ y/ N. 4/. I M I G PONT I I a ......— • is B ...---- 14.8 I D I B 14.8 11.8 • • • a _ _. . ... _ • 1 E i - a - -- • ___ it............,,, . _ —____ . n — 1 a _ _ ___ __ a ir _ _ _ =1111101111N ,_ I - —_ ......._ _ ____ Wia:MEM 7 2 —__— TI '-- _ . —_______-- --„— 1 1--1 r--"' ---4- .__ ._ ..... __. -- __ . _ , -2Er.:•,...xe.ar. 1 — . I 1 _ _ , ashiPirrezzio r . .... a,....*,,,,, ! iirms viu. w....of - , . ...el=....a..15 -- 1111,11 fe___66........-- en .....______ _ _ ...... ... . .. ..„„. .... ., IMMIL _ ".1""`-- ' ow 1 L•' ii&-- • 4"-- ,1 TNINED --- - ..—___ i,,,,r,-..- . _ ....._., ______ --e,........4 ___ . _ ____. __ ___ ,.. _ I --Th_ _ __ . _ .._ 1 i M5 MS 1414" 2223A1 l 'IGI--IT ELEVATION ...,..,,,.. . 1`,-0" _ _—_ II / ii / Iit ROWELL ENGINEERING, LLC COLLECT ON s rpuc,,,,,_ C NI GANC E f.IN Ca` .570 SI WASMND1ON,VI t',STE TO . 'SCSI 2.,625. PORTL AND.OR 9,71t r toot.,if,R.' Page 3 . . , I --„,„ z' N .,, --,,, / \ ,.. N , , A N,.. N \ N \\NN, N\N-,,-.... N --, „„....- . _it.0 , .,,- \‘\,,, ,,, N„,. N --,... ,„ ---, __, -, : a i -----*--_- --,, 1 I - - , r — . _...- _... , 1 _ ,. T7.-TeavarmacaoRT....,Tax, lo., te. . . I _ _.' iii '. '. Li_ --. ':"-- EINSNEN FLOOR I ,...— . I 1.-- l'C'P. - „_. -• .1 i 1 . 1 1-17-1 I:- - 1.-----,--11:--- _ ! , I ...._ ..... ....._.. -- ------- ," tn ,- _-,--_-7--7--ji,L4_,,-.11L—a- 11 a _i_a F. .... - _______ 1 7,,,,„ .1 . .. . j 1 . ____.„„........_ . ____I ____ ! - - ----- 71fdilli-i—IL . _ . , __ I x.:maraxialamiaTRatastaxasoaamaxamsaa* 1 2223A1 RE,,L, ELEVATICDN0 al ROWELL • ___.„. ORaWN DOTIOTTI 5.-x- SC4tae :,,,Iv . r-o, 1404(.‘0106, II ENGINEERING, LLC COLLECTION .6 TROC Turx ta., ENG,NEEP:Wo 0670 SE WATIORGION S TREE X STE Oa, OXT MOO,Of,.OM NO/RAW OR 9,846 Tax IS01,7.1.6761 Page 4 * V8 ib V 10.. ib V9 /.„, ....__ . '1- / ..., -‘, .., • I N. 1 11.8 N, It 5,,,, A , . __ ....... I Ccr--:-------,.r---,----,--.-- -.. ..._ ,.— MIIIIIIIIIII _ I -- ,,.,,, II - - ,._ . , I aEMIn ____ ---..----- IP NI I " — " .z.. -'/ —— — c I B ,..._...., V B -- - __ _17.2 _ 14.8 0111 14.8 _ _. _— __ __ — ---- - r-ri __ _,__________ ________ _ ____ . i ...,:_i.,.-,i. ____-- — --- — -.2--__-- ....----- -----..- — .-- I ----2 -11 .., i Ill: IL ! 1 L ____ ....., ___ ___ _ ________ __ ___. J _ _ „ ___ . _ _ IfiliWir' ;,41 1 1 — _ i L 1 - I lk M74 M8 M9 * 1 I i I . 1 2223A1 LEFT ELEVATIONso ms .....____ adr4414 it ROWELL SCALE i,e, • 1-0' ENGINEERING,LLC CC iLE- c - C S.,2202C2,0,2,2,- ENG,54E•I221240 0* 520 SE W0054010555 S70E17 Srl 24 P.150.5 254 0297 70122214. OR 07002.2503.252.2.7 FA . 0 r Page 5 DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h = 25 ft V1 29 34 40' 163 3741 least horizontal dimension, b = 42 ft 0 0 0 0 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 60 64 148 4143 V5 32 76 66 177 5040 0.1b = 4.2 ft V6 28 93 63 198 5401 0.4h = 10 ft 0 0 min = 4.2 ft V8 52 150 2664 V9 22 21 10 14 1123 3' = 3 ft V10 53 102 2115 0.04b = 1.68 ft 0 0 max = 3 0 0 0 0 a = 4.2 ft 00 2a = 8 ft 0 0 0 0 roof rise, y = 10 M1 49 23 25 9 1935 ' roof run, x = 12 M2 89 36 1956 arctan(y/x) = 39.81 DEG M3 85 1462 M4 75 1620 A = 21.6 psf M5 74 206 5142 B = 14.8 psf M6 81 147 4278 C = 17.2 psf M7 69 29 23 26 2622 D = 11.8 psf M8 235 4042 • M9 49 29 94 3104 0 0 0 0 0 0 0 0 — 0 0 0 0 0 0 0 0 0., 0 0 0 0 0 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 T5. 1 V 4'5'4 N Nti C0515 ,50k.c. **** all'11111://\\\ _11 L-- 1J • '1 PE ''1,t1.85 a #_ el Itailaraarnia. C•75-1 - ra5acasfaa / r.1 2223A1 ROWELL ENGINEERING,LLC CO,LE :T I,N 0510 SC 55P5/5505515 51.1f,510 00 00 15911 254500? PePit IWO.OP .91216 F4655031 75.,61/5 • Page 7 . . ..e... ,.. I C) DIP I ECK :t L2 ANIGN 11 AD ASO vE 0 I ALIGN W '1 i I NO 450/E 1 I 2 lir II 1 0,,_ 0 _„,,,,y„,„,„„i NOOK 't 1 .1. 1 I II '''•• I CIRE AT IRT-1 rt I it f..„ t 1 , 1 ,....., ii .... D rin i...,. , LL I ;,[2.0, inummimminnummamminommier El r D INING tt 11, \ stl-t OP \ A. \ \ n [ I //>:‘)<,<”,/)\\.• 1 <-'• i Li 1 , I GAR.:-.-4..G.P• ., i o 4 E\ t F.,TENIC SNIE4R I WALL TGN INTERSECTING (.). I , 1 1 .I. WALL 114-14110,4o- INTERSECTING e4. 222—,• ii2A—L 22_, I L--, , : ,•, [mA„). ' maw& .yarimari 1' , ,,,...1 '''''....\ / 114..' .ri, 4._ATTACIN STRAN-' I ti L.la.•'•.....=.q 7.'""''..." ',.'''',%int TO MAT'OR COUISLE JOIST I I I I 2223AI MAIN LOOP 'L__,L,N Ell Mill It ROWELL 1/. ii. / ENGINEERING, LLC 105LO Se W,SH NW,S, ‘ , ,21 r••••r.,,, PIATL AN,4,. S r• / _ . ..... ..,... Page 8 57? TT,. F , I 1 Ai 141_,CoN"UN VE, p 45OVE et> / ir __ gm, 1 . -.... t_, . 1 ‘ND ABOVE V yes,, ‘!.: > I ,61,a itt2201.* '0 0 61 1 E OJT;OR C.;_.41,2'T'r CON.1.24.CTCR TO WIFE.?70.L.Rt.,-EC",..q.,... 1 ; ON c il.. .,...,. .., t N ...:ii. . .s., ill' * F -1 L_i 41 L * II 0 e 3 ..„.. 4. „ - 71 1 —---- • • E,PAN'"FT' Ee<PANS•FIG -, ESCP.4,4)FIG 1, r,_;1 ///,/ ,F.V1 P, 1 I 2223AI. PCDL-)NDTION PLAN WO WE ROWELL ._ _ . „..0, -1 i/ , i / ENGINEERING, LLC COLLEC T ION -.. ... _,_.....,... _ ___....._, ' 111111111.11111111Minilir w 2 ..c.4 -- , w 0 - CD w44,4 •,,:, CI- ;. 41011 r .i iiiha s z \ O .... C) , . \ L) • SHEAR WALL SCHEDULE • koi..Dr (.0—.0,, P,)OC • HOLDOWN SCHEDULE sEishNmngummimmir---itew,----AoIED ........... 1(2)App(o,D,444 td,be Nr 4.-t014.wfm.- r woo(aLltnow.54 h44-ARK ISAIPSON 1 VAST LAS ICAPAC-IFYI — APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) ' too»,ele Secwo••,1),BP V-o or dP3 5,4"-ti ...P.)) , tP0 I I FASTENERS(3)(SS( ).(?( --;,E.1-SIN,PLATE ' ALLOW bPS 54'6''''q''''''''''''''''''''' ''' noidown 40. Ist/NoVr/0.0,4 PANEL NAN.ING AB NOTES I LOAD 1(3),P)o)),....)-P 3)))0S r.P1P0.W 0, I 00000 "'"'"'THIC104, 7y,7c 40 PANEL EDGES 164o WE SE'E'E ' Xri I(4) 0 irortung 0,o0ong 4fS lo or 3),n,.,opro)or ri,,ler A, 13,P31121-- ,,-- _ SPNKci)) (14) (2) I b I I AEAAAAA•:AAA.A.A e. 13E-Long! oa4s 0)ea,444 i ' '260- 'fS)0131.4 x zyi A R.P-nod mo,oc).0c000 ,, " , ,, A . : 6" 0 C 16/ Q.C. 23 413)CC I.2.M Iof 0,;,3"a x Who,(Pp 6 •-,...,..>:;,‘ke:.A4' na','). ot'oa,7; ! L,gg 7-- - 1.- ; . ,.COW.*3"F RH P-no,slay,5.4.,4,44.twi.6 456 x AL CMST12 x .(2..2)liffi C44e0tr ,_ '''' ) : ---1— — .....,--7 72-,...,, ocol at ao,r-0 , 15,IL I . )4- . ..0 r , , ,6)Molsrpoor 436 pus).4)D ea,.on0 \'''' 0,. 0 131 •(2)) 2 C 0 3 2X 13 O.C. oto(4) .4 0 , t Fe\,CA4STI 2 x (34,1 ')'3' ''r'to",,,,*r,'%=24.71,,thos'n'.0:: : `'.`,„„ E-ll Z to each hotoo.n 31.o oro3 3GP„.44 441,4, ,,„ , ,<&, 34' • r 0 C 2"0 C 1 3% ,2"pc , f4) . 0;4 CusT 16 X de L 4041)160 ceo,00ro coon en0 4>,q5.3)101,4R,) (30)i30 s,..,e,„, ?oy, , z,RPM 1 ot 0131 s a 3,4 - 3.,e, git _ I 4.1S1 3?6/(iu)16d cornroco 0.,.,4,..tach.4 1 ')Si( , .44.4 1 SISICSO 41(14)led wo•ols•o(o voa )-' -t- 0 -I-,,........ _ ,A,'" P,3) •),,,Y)) ! 3"DC 3“OD D&21! 20'0 C'oeo(4) *4 :r3g2. (62''.;6,1::,:rZoo9Or:n'o''' „...& FA t'n, I 3. 20”0.C. i •IIE (f)P — E.'''''-''''' 1 . , ](,0)DRST P,4 721./)(,))}to xorprnoo t,PoPoS vo,t,,,, 1 1303)-8 1 )20),D3)))),Ph) )070 '"( '"""I'"ts I [ r 3)5160•/(23)Mu commorr oacy,ora 1\5 1 .6/66..Sr0)444 • , 7 ),," 013/ •*A' r CC 1 2 3, 0(3 36 16 DC Xed 1,80 OSTC6O../(32)163 40,0,0 00,^0,0 I 06) 68.% Too 60,0 I)i2 1 OM'M...44.4t)631,3 EA ,(3)DE — I 1 / 0030 pt.,(•,0,,,,•f)e,alown o, ,01,0441,4,013fl (34)WS KX•),'wt., , t•,5307 Ibler..1 t44 A 81 / ,,,,A.,A,,A,, 4 EA sio, r 44.14,44 1 1 i '4)(8) I''' I , 34,iTT) to. (4(•,,to,R,4'or og I , I 02,607214 til IT I !I 1 • Mall111111111111111111. i1 k i Page 10 DI-E24Rro 1=RAMOUBINL 6a LOCATXOION 01= �-IOLDOWN_ 1 `1. 1 I HOLDOWN I - ! SEE SCHEDULE II ` .I 1 Ct _ I 1I 1 . i_LH _ LLL - _ ._ 4 - -I— mZ - -1L,-Z` • 1 1 III I I II { H - THREADED ROD II 1 1I z H. • ..17211 APA RATED P • I 0_ SHEAT NINCx [ I I• I SLEEVE NUT e . `.I 1 m BOLT SPLICE - _ L1_ L - - H14,— — 4 - • I1 _ II _. • I Il I I - "SII-IFS-ON" •STAB III1 BOLT (SEE.• BAR LI • SCkE ULE) CONCRETE FOUNDATION rl k0 D OWN N , SCALE: 3/411 - 1'-0" -D-EXTENT UIRAWING 1\10T TO SCALE 1=1W/CLL, =I- 1-1---m,- EINEIMIEIEGIIROg p fRAWN E3'(- J.Y. CIVIL- STRUCTURAL ENGINEERS ATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. I LARGEST OF THE (2) HD STRAPS 6 CORNER m wi i i iiia ...if LARGEST OF THE (2) ��V� �% I � (2) 2>< OR LARGER �� H.D'S CORNER %'�0i (DEPENDING ON H.D.) —,� e FOUNDATION / 6 UPPER FLOOR i---- COM IN D -OL QLUN CONER � � SCALE: 3/4" = i'-O" COMBINE-Eo DRAUJING NOT TO SCALE ICOWL GSL _" DRAWN B - JY_ CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH_ (503) 254-6292 PORTLAND, OR. 97216 FAX: (503) 254-6761 . Page 12 . DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. verc 1m111 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 1.19 SEISMIC CAT: D to obtain 120/B (Sos=2/3 Sws) 0.850 1.2SD8U 1.02 U R: 6.5 snow load = 30 A upper: 2150 mean roof height, h = 25 ft A main: 2174 A lower: 0 V=1.2SooVVoL/R ASD Load Combination = V/i.4 wo. 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 2150 32250 5061 3615 EXT. WALLS 12 8 218 10464 1642 1173 INT. WALLS 8 8 192 6144 964 689 BRICK 40 0 0 0 0 TOTAL 48858 7667 5476 MAIN FLOOR ROOF/CEILING 15 432 6480 1017 726 FLOOR 10 1574 15740 2470 1764 EXT. WALLS 12 9 192 10368 1627 1162 INT. WALLS 8 9 150 5400 847 605 WALLS ABOVE 16608 2606 1862 DECK 10 168 1680 264 188 BRICK 40 0 0 0 0 'TOTAL 56276 8831 6308 LOWER FLOOR _ ROOF/CEILING 15 0 0 0 FLOOR . 10 0 0 0 EXT. WALLS 12 0 0 0 0 |NT. VVALLS 8 O , 0 0 0 WALLS ABOVE 157O8. 2474 1767 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL V k 1576@' 2474 1767 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable1 Load (p|f) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 200C260 1 1500 Cmsnzx»� 6 2684 STHD14RJ A 350/550 2 3430 'cwSr12x4S" 7 5090 HTT5 B 800H600 3 4700 cmoT12x60" 8 7855 HDU8 C 806K640 4 6210 omsT12x72^ 9 9535 HDU11 D 980/980 5 9215 cMsr12x9010 14445 HDU-14 E 1280/1280 � ? 14446 to high Page 13 DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. WALLS LOAD WALL SO, FT, LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 15.9 5.6 21.5 8.0 0.0 0.0 8.0 V4 18.6 23.0 41.6 8.0 V5 4.0 4.0 8,0 8.0 V6 11.0 3.8 14.8 8.0 0.0 8.0' V8 15.0 15.0 8.0 V9 2.5 2.5 5.0 8.0' V10 6.0 6.0 12.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0' 0.0 8.0' 117.9 M1 51.0 51.0 9.0 M2 10.3 10.3 9.0 M3 6.9 6.9 9.0 M4 3.5 12.8 17.3 33.6 9.0' M5 4.0 4.0 8.0 9.0 M6 8.0 3.0 11.0 9.0 M7 6.8 3.8 10.6 9.0 M8 12.0 12.0 9.0 M9 3.0 3.0 6.0' 9.0 0.0 9.0 0.0' 9.0 0,0 9.0 0.0 9.0' 0.0 9.0' 0.0 9.0 0.0 9.0' 149.4 0.0 0.0 0.0 0.0 0.0 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: 3/15/17 PROJECT: 2223A1 - FOUR 000NST. WINDm�".�� 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 3741 3741 2783 21.5 174 129 0 0 0 0 0.0 0 0 0 0 0 0 0.8 0 0 V4 ' 4143 4143 3082 41.6 100 74 V5 5040 5040 3749 8.0 630 469 V6 5401 5401 4017 14.8 365 271 0 0 0 0 0.0 0 0 V8 2664 2664 1982' 15.0 178 132 V9 1123 1123 835 5.0' 225 167 V10 2115 2115 1573 12.0' 176 131 0 0 0 0 0.0 0 0 O' 0 0 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 24228 M1 1935 3741 5676 4222 51.0 111 83 M2 1956 1956 1455 10.3 190' 141 M3 1462 1462 1087 6.9 212 158 M4 1620 4143 5763 4287 33.6 172 128 M5 5142 5040 10181 7573 8.0 1273 947 M6 4278 5401 9870' 7199 11.0 880 654 M7 2622 2022' 1950 10.6 247 184 M8 4042 3722' 7764 5775 12.0 647 481 K09 3104 2181 5285 3931 0.0' 881' 655 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 ' 0 0 0 0 0.0 0 0 0' 0 ' 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 50389 ' 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 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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: 03/15/17 PROJECT: 2223A[ - FOUR D CONST. ��U��U�~ ~�u~x��nnnn~w SEIS. TOTAL SQR %) SBS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT .F'B LIR'LIR' SHEAR SBS. SHEAR SBS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 X 5476 911 42% 2320 0 ' 2320 108 1.001.00108 0 5478 0% 0 0 0' 0 1.00 » 0 0 5476 ' 0% 0' 0 0' 0 / oo 0 V4 X , 5476 1238 58% 3153 0 3153 76 1.00 1.00 76 V5 X 5476 146 7% 372 0 372 46 1.00 1.00 46 V6 X 5476 775 36% 1974 0 1974 133 1 00 1.00 133 0 5476 53 0% 0' 0 0 0 1 1.00OO' 0 ' � V8 X 5476 312 15% 795 0 795 -- 1 0O 53 V9 X 5476 248 12% 632 0 632 � 126 1.00 1.00 126 V10 . . X 5476 667 31% 1699 0 1699' 142 1.00 1.00 142 0 5476 0% 0 0 ' 0 0 1.00' 0 0 5476 0% 0 0 0 -- 0 1 O0 0 0 5476 0% 0 00' 0 1.00 0 0 5476' 0%' 0 0 0 O' 1.00 0 0 5476' 0% 0 0 0 0 1 8O 0 0 5476 0% 0 0 � � ' 0 0 1.00 0 200% 0 10945 K41 X 6308 999 46% 2899 0 1740 4639 91 1.00 1.00 91 M2 X 6308 345 16%' 1001' 0' 580 1581 154 1.00 1.00 154 M3 X 6308 242' 1196 702 0 788 1491 216 1.00 1.00 216 M4 X . 6308 004' 28% 1753 0 2365 4118 123 1.00' 1.00 123 M5 X 6308 400 18% 1161 0 372 1532 192 1.00 1.00 192 K46 X 8308' 447' 21%' 1297 0 1974 3271 297' 1.00 1.00 297 M7 X 6308 346 16% 1004 0 397 1401 132 1.00 1.00 132 M8 X 6308 556 26%' 1613 0 1247 2860 238 1.00 1.00 238 K49 X 6308 439 20% 1274 0 1481 2755 459 1.00' 1.00 459 0 6308 096' 0' 0 0 0 1.00 O 0 6308 _ 0Y� 0 O096 0 0 0 J' 0 6308' � �-- 0 0 0' 1.00 0 0 6308 _ 0% 0' 0 0 U' 1.00 0 0 6308 0%' 0 0 0 0 1.00 0 0 6308 0% 0 0 ' 0' 0 1.00 0 0 6308 0Y6 0' 0 0 0 1.00 0 201% 23648 ` 0 1767 0% 0 0 ' 0 0 1.00 0O . 17670% 0 0 0' 0 1 O0` 00 1767 0% 0' 0 0 0 1.00 0 ^0 1767 0% 0 0' 0 0 1 OO� 0 1767 0% 0 0 0 u' 1.00' 00 1707' ' 0% 0 0 0 0 1.00 0 0 1767 0% 0 0 0 0 1 OO 0 0 1767 0% U^ O' � 0 0 1 00 0 0 1767 0% 0 0' � ^ 0 O 10O 0 0 1767 0% 0 000 0 � � 0 0' 1 0 1767 UY6' 0 0 1.00 0 0 0 � � � 0 1787 0Y6 0 0 O' 0 1.00 0 0 ' 1767 . 0% 0 0 0 0 1.00 0 0 1767 ' 0% 0 0 0 0 1.00 0 0 1767 0% 0 0 0 0 1 0D 0 0 1767 0% 0 0 � � - 0 0 1.00 0 . Page 16 . DATE: 03V15/17 PROJECT: 2223A1 - FOUR D CONST. WALL SUMMARY WIND Nannw |NCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S ' SHEAR inor incr p|L V1 129 1.00 108 X . 129 1035 S S 1 OR 6 2x 0 0 1U0 00 0 8 <]RO ' 0 O 1.00 0 � 0 0 O OR D V4 74 1.00 76. X 76 606 S S 0 OR 0 2x ' V5 469 1.00 46 X ' 469 3749 B B 3 OR 7 2x V6 271 1.05 140 X 271 2172 A A 2 OR 6 2x 0 0 1.00 0 0 0 O [)R0 V8 132 1.00 53 X 132 1057 S S 1 OR 6 2x V9 167 1.00 202 X 202 1337 S S 1 OR 6 2x V1O 131 1.00 142 X 142 1133 S S 1 ORO 2x 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 0 OR D 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 0 OR 0 0 1.00 0 0 0 O OR 0 - M1 83 1.00 91 X 91 819 S S 0 OR 0 2x M2 141 1.00 154 X 154 1382 S S 1 OR 6 2x M3 158 1.00 216 X 216 1944 S S 2 OR 6 2x M4 ' 128 1.29 158 X 158 ' 1148' S S 1 OR 6 2x M5 ' 947 1.13 216 X 947 8520 D D 5 OR 9 3x M6 654 1.50 446 X ' 654 5890 C C 4 OR 8 '3x M7 184 1.18 157 X 184 1656 S S 2 OR 6 2x yW8 481 1.00 238 X ' 481 4331 B B 3 OR 7 2x M9 655' 1.50 689 X 689 5897 D C 4 OR 8 3x 0 0 1.00 0 0 0 O {)RU 0 0 1.00 0 0 0 0 OR O 0 0 1.00 0 0 0 U OR O 0 0 1.00 0 0 0 O OR 0 0 O 1.00 0 ' 0 0 0 [)R0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 ' 0 0 O OR 8 - 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 DR O 0 U 1.00 0 ' 0 0 O [}RU O' 0 1.00 0 0 0 O OR 0 O' 0 1.00 ' 0- 0 0 0 OR 0 1 0 O' 1.00 0 0 0' O OR O 0 0 1.00 0 ' 0 0 U DR 0 0 0 1.00 0 . 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR O 0 0 1.00 O` 0 0 O OR 0 0 0 1.00 0 0 0 O OR O 0 0 1.0U 0 0 0 + O [)RO 0 0 1.00 0 0 0' 0 OR 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O - r0 Page 17 . . 4€11, ilk MEF TYP, DECK • \ tick 1 I t.t.D..tIESE 0 OV ....., 1 .11:,ASOVE , V N:i . li ri.),,,-). - . . ..• .—.D.,,.,,,,,—.0 ,-- INOMM/VIE At NOOK it t I I A t I GREAT Rm. , 1 1 1 :IP 1 Lg-RE : I G.5'1 W —1 1 i 111 1 I tt:t: •- I _a 1 L > i•I 1 iiiii m.ii 0 NE 0 . r-DININc. . , \ \ ! s4-ioP ...„,,___ \\ ,...., „ / I 1, s 1 C..s.L,fRAC,11-7 4--• I 1 DEN 11 . 1 Aht>I EXTEND 50,EAR , WALL T.ROXI, I \t 0 iNTERSECING I<,'UALL- i - D -....i.ii ,c,„, WALL 7,-IROtZr1.4 1 P INTERSEVW:7 1 , WALL -, 1 1(4. 71 rETS) iiiiNISHIC 1 ' :Aiiiiiii 1 ui ,...„ - la ----,..' OR 4I.STRAP.---'' 4120.1,1:=SM CM riEL JST E i i 1 i 2223AI _ N/IAIN FLOOR PLAN _ ini mi111 ROWELL SCALE:VS' . 17:—C7'--"--- /, 10; / ENGINEERING,LLC COLLECT ' ON STPUC,,.-^s, E ,NG i0.570 SE 4.5.,NOT ON 5 ToFE I STE 7(1 P1503.1 25.492 / ./1 . ............. Q. Page 18 ,.... . . "..4....> - i qv kr›.AROVE ;- ..,„ 4011 v * • * * t: d, , . -,.../ • 1 1 (eir L7 I ,6, NY Y..> 14, * * 24 0 _.. ii ,I4 , 1 I I I 1 ' 1 SOME NTER,OR FOOTI4G6 LEFT . OLFE FOR CLARITY,CONTRACTOR TO REFER TO FIR-WIECTURAL t E.Ek.NDATION PLAN 1 . E i•, • E N , • _ . --,•?`..') a .1..><-1 ft C . , ., • ' I ; . L_J i Ir.) 4ep 1 ! •,. f ' A !-). .. U EXPAND FIG ExP4,4:4 F7,-., 1. 10 36"EIR",,, -.0 66'w3A*EIS . LW 6...<ESE LE 5-.E.ELL. EXPAND FTC" . tl...' EXPAND FIG ..,. EXAND FIG EXPO FIG 10 k TO 3b'E6FE',ATO 64X'x6t,'EtEr .4 L F0 EL, . . g. --, , -_ NESTIAM ' .i41 n fr ./ ,„ A3. _.....\....7 / 2223A1 pOLJINDk,TIC)N PL \ ism in It ROWELL .,...____....-- c,,,,,,,4 SCALE.VIE." E E-C, 1,1 , / / ENGINEERING,LLC COLLECTION SYRLIC T LASSES, EIEG.,I-E.P:NG 10570 St 005,0.100 STREET STE EAT SA 15031 25A.SYSS 7001L2224 OS 0.00 samsav E54.6,41 /