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Report (10) /u S ' 1f(G'U (S4) !`77a- - R O1 E 10570 SE Washington St Suite 212 it ENGINEERING, LLC Portland,OR 97216 CIVIL - STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEV ED March 26, 2015 APR 2 g 2015 c!ry Mascord Plan: BUILDINQ I/GARD 22141A - Four D Construction ON Medallion Meadows, Lot 6 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 ect.0 PRO,?. Rowell Engineering' (<,�a N F , goy Project Number: 58387'E 150097 flb i• 22,1� d`} T. R O`i't�G 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. b.III . . . . 3 t••••••11) * . . n limmiL ii ii;i worlhk. 4 Imola 1111111.11"1 ..., i'l I i''-i--;• • \ iiiiiiiillinall CM ill 1 III 1 t \ .1 II 1 „! - ! !!!„, !„------- , ! !! 1-11 rt, ---- , i [ , 1 ! I \ '-i• 0 r-I4--------- A:' / 1 lIIi I , r-1-• . I 1 '1 , 11 a Firforiir t 4 .,! 1 ,\ 1 rfl a Tier, II INN ,,, .. --i - -:,,,•\,,,, d!I 11 1 ! \ .„,. „.„... .. _ ,„1, ; i i 1 < r' r i II 0 4 , 1 , , ill E\ , , ..,_ j • . .. 0 I ,1,. 7 , ., „............._]_...i 1 . ..... , ,... .._ .,, , T 1 1 r ', / 7/7 `••\\,.'--- -i 1 i I 1, ill 1 I ! 1 , Y//....1.- ',',/•...1.,\\-\\ . . 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I G---,— L...--_-_-__- /4l 71 0\ II n RoviELL GINEERG CiV-L STRVFNCTU.AL E INNO.NE'ERZ COL _ FC - JON 1,”r .WASHAS,TOIN SM.-,SSE PI, i,ISO 3,254.62D, NIA1L1010,OA 972* nix10*31 254.44/41 Page 3 1..„ [ • V5 V6 V7 I ID I • • 11.8 IN , 1 4 8 * • 7 • -- --- , B 1 q is ,, fl , • 14.8 11-1- 11Timi I r . -,--; , „a , am I 1 , , I 4 ' - 'I' 1 1 I ...ION! • 111 it i ,- • • • •i - '-'.-..)- I r•' II a • ..---...1 • ..,/,,,,,i, • — g • A 21.6 . . : . ___ ..._. 1 ---, 1 i , r- ,-Tr ,„.- 1 - I- ,,---;,, ---i 1 ! , 1 1, , 1 , , I 1 , 111 I 1 II 1 , i 1 I ii 1: ,, 1 , , tail , I ,--F--, i .1 .-- 1 - --j, [ 1, ___-_---4 ,. _-_,-- --- , - M5 IM6 * M7 221.41A E,,z-, ---L-:-_-.L-'--__\//- TION II COLLECTION ROWELL ENGINEERING roS,k,St waSHAsrps stain Sit 22 in MN 16+.492 POR',A.sp GO Tr?* '*443031290.6734 4e 4 pl,:5040,91 3,46 oG 1101411.E4 2629 v54.0-5.1.ci ZY US kr.,NO 0./..Sev.4 055$ _____, ON1d33Niqr.1 ' \OH__ .- / _L-H'—'— = — ___=,-, iiim(Dd Ns VifIZZ - i 4111 6W is SW 11,14, E .......„.1 1 - --,-- _ .____._ , 1 1 ,f,i 1, I 0 ... ---------,,, • _..... ,...... 1 I a D f r . -- __--- 9-frt I ,T--- - I .._ -_,- ---- - i3 a I- ‘ ,, Mill t--- ------- - _ *-4---- ____----------- -- ...._ , .. N./ I 17 e5ed ` ' Page 5 ' DATE: 03/28/15 PROJECT: 22141A - Four D Construction WIND LOADS LOAD AREAST-K(]K8CAD 'UNE A B C D LOAD mean roof height, h = ft 0 0 east horizontal dimension, b =IIMMI ft 0 0 V3 133 43 152 4502 a=min(01b. 0.4h) ~= max(3'. 0.04b) V4 34 34 48 141 3727 V5 31 37 54 175 4211 0.1b = 4ft V8 15` 68 208 3846 04h = 12.8 ft V7 ' 53 784 min = 4 ft 0 ^ 0 0 � ' 0 3' = 3 ft' 0 0 ' 0.04b = 18 M 0 0 max = 3 0 ' 0 , 0 0 u = 4ft 0 0 2a = 8ft 0 0 0 ' - 0 - root rise, y= [W7 8/ 1496 rootrun x = 12 ' ` . . M2 A1 1565 anctan(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 = psf -M7 29 33 1115 D = 11.8 psf M8 66 53 2337 M9 58 19 1534 K410 43 27' 1328 0 ' 0 0 0 0 0 1 0 0 0 ' 0 0 0 0 0 0 ` 0 ' 0 0 0 0 0 ' ' 0 ' 0 0 0 0 0 ^ 0 . 0 0 ' 0 ' 0 0' - 0 0 0 0' 0 0' 0 0 0 , ' . ' 0 0 ' I 1 - 1,z) , , , <,,,,, -F-770 ,,..0„.,„•.,,,,.,,,,,,,,,, i 101.1.1,60•/(2.1.),be comm.,.tact.4,4 i .S,Cr.E o/(32)'Br 5,wr re.0 rer 4 0,....StAr24 •nda isna,..w•C OE -... ._. _.... i ,e, ,;:: ' V 0, •,,..k. i ,..0 C .1 0 C IX 1 IC DC rrr 1 4,2BQ— n'c'''''n''"--'7"' "/2' '''''''';'"'n''''''''''''''''' ::,:::::::::.:..41,17.,,,,1 :5:5---Str.:::::''''':-7 '-- --; CA ; 111,,x oolt fro,.rrr,I I i ror 4., few tlat.-p,.. 4.S2- C.%.6 e .3" ' 2'CC roc 3 , 3., 1,3'CC I Stt 1-1; l''3'm"''''.''''''''''''''''''''''''"'''.-'4 1 J j I(4),(8) I'5“) ,,•• 1 Pi'Ag.',';'147-.1"All .4-..agp b Inlor 0,nre.ur no nng, ,.., rr ;30 1.05 V 3 30'avr. A.7..q.6,04 a....•0 ,OC I d..1 tr,G,O,.0 w/o,z.<171.,., 1.4, 34d -,7, 1 74.7 - • I 1 ' ,-.-., • ,.. t . ' i I I . , . , . sd ._ 40 41 0 0___-_, _,..C1----.,-.•. 4 WoMtr' ,--, a . V' 1 1,-ERS [ 1 , 1 1 1 i ) 1 F,_ .,• _ _ 1 ' /, II ... / ... I ., 14. ( k I I, Allk. 0 eR.4/ P 1_, r-r.)-------..• 1 .,,, 1 r 1 = t L 11 4...;) eammemor et , i 1 es ez, , 6 BR. 3 0 E._. . ''''./It_.. 0 .44. its \' • . _ —_, 22141A . 1::: 7_7_--) •,-...-......-- rThrm.---) , 1,,...., ...__. .. ,........,.......,..._.., Vi ENGNEERING CC..tiECTIC,N 9510 91 aASa..4103 013111$TE 2.2 13 1W.ii 254-8ZG,2 7041,.7.56 Olt 97201. 34773213734 4761 Page 7 li 1U 1 ,it , 1ff 11 COvE RE D I V -- DECK 'I II 1 II Li II (:), I I , i I I, .......,..„..... <-,4_1. II to / Lr-IL> 0 montar. , NOOK GSE:4 T M. ..:.„ GUEST (t- El R. \\I 1,29 / ---' If EXTEND SWEAR ' I 11 WALL TLIRCUGu / t INTERSECTING 1242_2— it / / // / 2.222" 2 Stti:ti22 . 11100 r, w-. r 0 121V, IN INC.- 4; ilL,I1', jr1 111/211 r Ill ' lil ....,......_ W/1116411111 IIIIIIIIMMEMEN Ea II NI 1 I I 111=11.1111=I I. (Fa- 1 GARAGE -EXIMNO SLIEARI (''-i, i EAU.INIRGUGwi INTesttecTNa . 1 WALL <4, 1 , C L ) \,>''''' EXTENT:,SHEAR INTERSECTiNG .. ----)--1-E WALL rt p 4.; • 1 22141A M7--IN FLooR pi_4Nma ism ___4 ROWELL -,,- ._W ENGINE FR'NC / .-`1,-: f.. 5—22,22(7 t,,e FNroNEE.s COLLECTION 'Eva St t155.1255,6+,Ot I I 0t 222 P.2 10032 25.t2,2 0045130 05 91501,,15221 235458 CO (13 CD CO 0— • SHEAR WALL SCHEDULE • • (1) 2X D.F. studs max. l6"O.C. • HOEDOWN SCHEDULE • SEISMIC ZONE D (2) Anchor bolts to be • / FASTENERS CAPACITY APA RATED PLYWOOD OR ORIENTED STRAND BOARD f; "0 1—bdte w min. 7" embedment Into MARK MODEL# N concrete. Secure with BP Va"-3 or BPS �e—3. (9) MODEL (13) (LBS.) NOTES FASTENERS (3),(5),(6),(7) SOLE SILL PLATE BPS IV-3 requires an additional std. cut washer. No Connect btm. plate to ALLOW / holdown floor jet/rim4"O.C. THICKNESS 0 PANEL kg. PANELN A MARK NAILING AB NOTES LOAD (3) Intermediate studs nailed 0 12" O.C. required w/16d O a"O.C. ) TYPE EDGES 16d SIZE SPACING 18 9 adjoining panels to be 3x nominal or wider, SINKER (2) 8E (4) Framing 0 ad inin , ` CMST12 x (7)18d common For equivalent w nallin staggered. v 1.500 eW options. 936" Long nails at each end. see(10) 8 7�6• (5) 0.131 X 2r2"F. RH P—nail may be replaced with 0.131 Ox 2y' for 6" O.C. 6" O.C. 2X 48" O.C. 0.131"af X 2X1" common nail or 0.113"4 X 2X1"hot dipor CMST12 x (18)18d common" F.RH.P—NAIL nails at each end. 3,430 For equivalent options• tumbled galvanized box nail. 2 48" Long see(11) 7t* » • 6 0.148"8 X 3" F. RH P—nail may be replaced with 0.1480 X CMSTt2 x (22)ltd common 8 ar 0.131 0 x 274" 4" O.C. 4" O.C. 2X 46 O.C. Cn ( ) 3" common nail or 0.128 0 X 3"hot dip or tumbled 60" Long ^011e at each end. 4,700 For equivalentoptlona, 132" F.RH.P—NAILii8 Y' galvanized box nail. ( ) W (7) "F. RH. P—nail"— designates a full round—head power nail. CMST12 x (29)16d common 72" Long nails at each end. 6,210 7/1811 B Minimum 4X6 post ®each end. yor 0.131 p x 214' 2" O.C. 3" O.C. 2X 13" O.C. see (4) .110 ( ) l332" F.RH.P—NAIL 3X 34" O.C. .s 6 C (9) Holdowns occur 0 each end of each shearwall 8c fasten CMST12 x (39)16d common Z to min. double 2X studs. Wall sht'g. shall be edge nailed 8 90" Long nails at each end. 8,350 to each holdown stud. 8 7406 Retrofitung with rete M or 0.131 p x 274' 2' O.C. 2" O.C. 3X 9" O.C. see (4) • 10CMST 14 X 36"L w/(8) 16d common each end. STHD14RJ (30)16d sinkers. 1 22" 0 C ( )MST 37 w/(10) 16d common or sinker each end. 3.280 spoiling of conccurs. to walls I32 F.RH.P—NAIL MSTC40 w/(14) 16d sinkers each end. occurs. Equivalent option 77(0 (11)CMST 14 X 60"L w/(22) 16d common or sinkers each end. HTT5 (26)ltd sinkers 5090 Is on HDU-5 W/(14)SDS Y."X 44* or 0.131 0 x 214" 3" O.C. 3" O.C. DBL 2X 20" O.C. see (4) gg0 MST48 w/(16) 16d commons 0 each end. 24 274'screws. 1 " 98() MSTC52 w/(22)16d sinkers each end. EA. SIDE F.RH.P—NAIL 3X 20" D.C. MM.(3)2x or Bx (12)CMST 14 X 72"L w/(29) 16d common or sinkers each end. HDU-8 (20)SDSY4 x 274" 7,870 with studs naled together 7/Ig MST60 w/(23) 16d common each end. screws,SB39c24 w/ltd sinker O 80. _ lir> or 0.131 0x214' 2" O.C. 2.5" O.C. 3X MSTC66 w/(32) 16d sinkers each end. 116" O.C. see 1280 (30)5DS X4 x 2$"screws," 280 1'0 A307 threaded rod A.B. 8x8 post req EA. SIDE F.RH.P—NAIL (4),(8) (13)User. SSTBL In place of SSTB where 3x or dbl. 2X plates HDU-11 w/2Y.x2Y.•xj<"plots or BPI 9.535 30X30512"deep min.ftg. btwn.(2)nuts.Ann to'ttg. req'd.0 ea.anchor bolt. May use an HHDQ14 In place of HDU-14. embed. (14) QS) 7:"x 214"screws, 656 post req'd. 134,2" 0.148 0 x 3' 2" O.C. 2" O.C. 3X 13" O.C. see 1 0 A307 threaded rod AB. F.RH.P—NAIL a 8 (15)3Xplate required where shown on foundationplan. GHDU-14 / Heavy hex nut req'd. EA. SIDE (4),(8) q see(14) w/btwe(2 nuts.Alin for BP 14.445 36x36012'deep min.ftg. embed, mired.O ea anchor bolt Page 9 DOUBLE 2 X 4 OR 6 FRAMING e LOCATION • OF HOLDOUJN. II 11-] _ I-IOLDOUJN I IVI _ SEE SCHEDULE 1-1 ILI III,,��\,,\\ I I - -1- 7 + - _ - T` II ` ` II ` II 4 «- THREADED ROD II : 9 aI z Ii I� i O s APA RATED � SHEAT KING ` SLEEVE NUT e T> BOLT SPLICE _ - - - _q_T- I J• H II —"SII„IFSON" STAB II BOLT (SEE II #4 BAR SCI-IEDULE) U J CONCRETE FOUNDATION •j1 O 1 ) OWN N , I SCALE: 3/4" = 11-0" HD—EXTEN DRAWING NOT TO SCALE GdOYSCIL,I 4M— DRAWN CIVIL- STRUCTURAL ENGINEERS DATE— 02-23-11 10570 SE WASHINGTON ST. STE 212 PH 15031 254-6292 PORTLAND, OR. 97216 FAX (5031 254-6761 • ,i. MN. H/3.5 Page.10 , TI T1.111,4-; 1=TSIMPSON "MSTA36" EA. SIDE, (4)-TOTAL I•I2XCRIPPLEWALLOVER 1 lilt 1 , - i• ---s -' - JOINT W/ CONT.NAILING • . HEADER (CONTINUOUS) ♦ litirCONTINUE HEADERZTO BLDG. CORNER 8 H ) NAIL SHEATHING TO F- 1•,1 HEADER W/ 0.14S". X 4 I:. 21/4" F. RH. P-NAILS 9 w Z I. 3" O.C. BOTH WAYS ( • I•:I 0 ,I l'•1 ° C�A ' AGE (OR OTHER OPEN'G) 111 1 Lu I I- ED • 15/32" APA-RATED SHTH'G W= Lu .1. ,FROM SINGLE SHEET, FASTENED PER SHEAR _ z SCHEDULE SPECIFICATIONS AND NOTES CY 43W 0 ♦- /_ . _ ill -BLOCK ALL PANEL EDGES QI PER SHEAR SCHEDULE Z I. . SPECIFICATIONS 4 NOTES I 1 1 a '•11 ' • REBAR 60 GRADE Z Z • LII L1 E w �I ,I SEE SHEAR SCHEDULE AND w II NOTES FOR HOLDDOWN SPECS N .'it ` I• PANEL WIDTH _L *3 TIES 1 II II II it II fa -6 O) df f--- == 1-Jb II II co • X 1111 II 11 II Z 0 1 3 TIES Il u II a II E E \ 9 IV O.C. II II II L=== =_=_H1H o N PLAN VIEUJ OF (3) ii II II STEM UJALL EACH SIDE \ I II II �4" CONC. SLAB --11----IT II II II H II II H II II II II II MIN. 125(12" CONT. *5 REBAR W/ 24" HOOK FOOTING 6 GARAGE TOP 8 BOTTOM '6 CORNERS DOOR W/ (4)*4 CONT. 12 NA1Rf OLU 5-EAfR PANEL NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 CIADWELL VW— CNM URLI[ [ 11M DRAWN 13Y- J.Y. CIVIL- STRUCTURAL ENGINEERS DATE- 02 _23_ 11 10570 SE WASHINGTON ST. STE 212 PH: 1503) 254-6292 S�/ PORTLAND, OR. 97216 FAX 1503) 254-6761 Page 11 EDGE NAIL ROOF PLYWD. TO 2 X 12 LEDGER W/ BEVELED TOP TO MATCH ROOF SLOPE. NAIL LEDGER W/ (2)-16d EA. WALL STUD 4 EA. 2 X 6 BLK'G. (2)-2 X 6 BLOCK'G g FOR THIS SECTION OF ROOF, e 6" O.C. VERT. / FLOCK PANEL EDGES W/ 2 X 4 FLAT, NAIL ad e 4" O.C. EDGES AND BOUNDARIES, 12" O.G. IN FIELD. SIHEARWALL PLYWD. MUST EXTEND DOWN TO BOTTOM WALL PLATE )1v11 (TYP.) / z. EDGE NAIL BLOCKING- FASTEN BLK'G. TO WALL PLATE W/ "SIMPSON" LSSO (SPACE LS50 PER NOTES) RO° I 4H SCALE: 3/4" = 1'-0" LEDGE1 DRAW1NG NOT TO SCALE IEKIOKIRIEURfig DRAWN PSI'- J.Y. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH, 15031 254-6292 G 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 6 CORNER ►ii.i i A i1iV , IA �� LARGEST OF THE (2) �G•V (2) 2X OR LARGER �'i'� (DEPENDING ON H.D.) �I � H.D'S � CORNER /'/ 0 "-Vili 0_ 0 A PER FLOOR A 6 FOUNDATION / 6 UP CCO'N`51N= -OI DOWN CONE K� SCALE: 3/4" = I'-O" D A.UING NOT TO SCALE KEW LCL --Air--- IEHUMEIELI2DM DRAWN 5Y6 JX. CIVIL- STRUCTURAL ENGINEERS DATE-TE= 02 g 2 -11 10570 SE WASHINGTON ST. STE 212 PH, 15031 254-6292 f�-�t S�/ PORTLAND, OR. 97216 FAX: 15031 254-6761 , � � ' Page 13 DATE: 03/26/15 PROJECT: 22141A ' Four D ����g�rW����� vem12208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE 2012 IBC BY: J.Y. Adjustment Factor for Building Height A = Will Increase 110/B wind loads by maim maussaimam to obtain 100/B (S05=2/3 S 0.850 1.2SDS 1.02 S5 snow load = � ^ upper: � mean roof height, h =U ��� �33�t EMENNaleal 2367 ^ ower:=MI V=1.28nuVVoL/R ASD Load Combination = \V1.4 wDt 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 1816 27240 4275- 3053 EXT. WALLS 10 8 191 7640 1199 856 INT. WALLS 8 8 150' 4800 753 538 BRICK 40 0 0 0 0 TOTAL 39680 622/----4448 MAIN FLOOR ' ' -<001-/C;E|L|NG i5 885 13275 2083 1488 FLOOR 10 1482 14820 2326 1661 EXT. WALLS 10 A' 227 10215 1603 1145 ''NT WALLS - 8 9 100 ' 3600 565 404 WALLS ABO , 12440 1952 1394 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 0 54350 8529 6092 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 0 U 0 INT. WALLS 8 0 0 0 8 WALLS ABOVE ' 13815 2168 1548 DECK 10 0 A 0 BRICK 40 0 0 0 0 TOTAL ' 13815 2168' 1548' 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 1-|nur Hadown Floor to Foundation Holdown own Shear wall wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 cmnT12x36^ 6 2684 STHD14RJ A 350/350 2 3430 cmsT12x48'' 7 5090 HTT5 B 600/600 3 4700 cwnr12x60^ 8 7870 HDU8 C 898K648 4 6210 cwsT12x72^ 9 9535 HDU11 D 980/980 5 8350 cwsr12x90^ 10 14445 ' HDU-14 E 1280/1280 2 14446 to high � F 1540/164O ' ^^ Page 14 DATE: 03/26/15 PROJECT: 22141A - Four D Construction WALLS LOAD WALL SO, 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: 3/26/15 PROJECT: 22141A - Four D Construction . WIND 110/B 100/B SHEA�� - ADJ. X= I LOAD FROM TOTAL TOTAL WALL 110/B 100/ 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 . O[ 17070 K11 14y6 1496 1261 14.8 101 85 M2 1565 1565 1319 6.0 261 220 ' M3 3311 1501 4811' 4056 12.0 401' 338 ^k44 3078 3727 6805 5736' 18.4 370 312 [N5 4262 4211 8473 7143' 35.9 236 199 ' M6 3528 2848' 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' 0 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 0 0 0.0 0 0 170/0 40624 0 0 1496 1496 1261 0.00 0 0 0 1565 1565 1319 0.0 0 0 ' 0 0 4811 4811 4056" 0,0 0 0 0 0* 6805 6805 5736' 0.0 0 0 , U. 0 8473 8473 7143 0.0 0 0 0 0 7374 7374 6216 0.0 0 0 . 0 0' 1899 1899 1601 0.0 0 0 0 0 2337 2337 1970 0.0 0 0 0 0 4535 4535 3823 0.0 0 0 ' 0 0 1328 1328 1120 0.0 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 0 0 0 0 0.0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0.0' 0 0' 40624.2 40624 ^ - ` ' ' Page 16 , DATE: 03/26/15 PROJECT: 22141A - Four D Construction ^ SEISMIC � SEIS. TO|AL SOR. % ` SEIS. PAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B LR SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR ' 0 4448 U% 0 0 0 0 1.00 0 0 4448 0% 0 0 0 0 1.00 0 V3 X 4448 865 48% 2119 0 2119 75' 1.00 1.00 75 V4 X ' 4448 Q51 ' 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 U . 0 0 1.00' 0 0' 4448 0%' 0 0 0 0 1.00 0 0 4448 0Y6 0 0 0 0 1D0 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 1D0' 0 0' ' 44480% 0 0 0 0 1.00 0 - 200% O 8885 [W1 X 8092 192 8% 494 0 0 49r 33 1.00 1.00 33 M2 X . 6092 148 6% 381 0 0 381 63 1.00 1.00 63 M3 . X ' 8092' 332 14% 854 0 706 1561 130 1.00 1.00 130 M4 X 0092 1000 43% 2589 0 2329 4918 267 1.00 1.00 267 ^ M5 ' X 6092 940 40% 2419 0 2011 4430 123 1.00 1U0 123 M6 X 6092 851 36Y6 2190 0 2175 4365 254 1.00 1.00' 254 M7 X 6092 235 10% 605 0 262 867 28 1.00 1.00 28 ' M8 X 6092 225 10% 579 0 0 579 175 1.00 1.00 175 k49 X 5O02' 693 29% 1784 0 1412 3196 533 1.00 1.00 533 &110 X 6092' 109 5% 281 0 0 281 41 1.00 1.00 41 0 6002' 0% 0 0 0 0' 0' 1.00' 0 0 ' 6092 0%' 0 0 0 0 0 1.00 0 0 ' 0092 0% 0 0 0 0 0 1,00 0 O 6092 0% 0 0 0 0 0 1.00 0 0 6092 0% 0 0 0 0 0 1.00 0 0 6092 0Y6' 0 0 0' 0 0' 1.00 0 206 8895- 21072'- ` 96 0 1548 0% 0 0 494 494 0 1.07 0 0 1548 0% 0 0 381 381' 0 1.00 . 0 0 1548 0% 0 0 1561 1561 0 1.00' 0 0 1548 0% 0' 0 4918 4918 0 1.00 0 0 1548' 0% 0 0 4430 4430 0 1.00 0 0 1548 0% 0 0 4365 4365 0 1.00 0 0 ' 1548 0% 0 0 867 867 0 1.00 0 . 0' 1548 0% 0 0 579 579 0 1.00 0 ' 0 ' 1548 ' 0% 0 0 3196 3196 0 1.00 0 0 ' 1548 0g 0 0 281 281 0 1,00 0 ' 0 1548 ' 0% 0 0 0 U 0 1�U0 ' 0 0 ' 1548 0% 0 0 0 0 0 1.00 0 O' 1548 0% 0 0 0 0 0 1.00' 0 0 1548 0% 0 0 0 0 0 1.00 0 0 1548 0% 0 0 0 O. 0 1.00 0 0 1548 0% U O 0 O O 1�00 . 0 0% 210/2 21071.5- ` �� _ age 17 " DATE: 03/26/15 PROJECT: 22141A ~ Four DConstruction WALL SUMMARY ' �n��u~u- WIND Narrow NCR CONTR. MAX. SHEAR WALL min UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES ' SHR Increase SHR 3HQ W S ' SHEAR incr inor p|L U 0 1.da O " 0' 0 ' 0 OR 0 ` 0 0 1.00 0 U' 0 ' 0 OR 0 V3 135 1l8 81 X 135 1077 S S 1 OR 6 2x V4 135 1.00 100 X ' 135 1083 SS 1 OR 6 '2x V5 132 1.00 75 X 132 1080 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 O� 0 1.00 0 0 0 O OR O 0 0 1.00 0 ' 0 O' 0 OR 0 ' 0 0 1.00 0 0 0' O OR 0 0 U 1.00 0 0 0 . 8 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 U OR 0 ' 0 O 1.00 0 0 0 O DR 0 ' 0 0 1.00 0, 0 0 0 OR 0 111 85- 1.O6' 33 X 85 78/ S S 0 OR 0 2x M2 220 1.00 63 X ' 220 1979 S ' S 2 OR 6 2x M3 338 1.00 * 130 X 338 3380 A A 2 OR 7 2x •M4 312 1.15 308 X ' 312 2806 A A 2 OR 7 2x M5 199 1.00 123* X 199 1791 S S ' 2 OR 6 2x M6 361' 1.73 439' X ' 439 3253 B ' B 2 OR 7 2x ' 'M7 51 1.00 28 X 51 462 S S ` 0 OR 0 2x M8 597 1.36 239* X ' ' 597 5373' B B ' 4 OR 8 2x M9 637 1.75 932 X 932 5734 D C 4 OR 8 3x M10 165 1.47 61 X 165 1647 S S 2 OR 6 '2x * 0 0 1.00 0 , 0' 0' , 0 OR 0 ' 0 0 1.00 0 ' 0 0 U 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 O OH O 0 0 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 U OR O 0 0' 1.00 0 0 0 ' 0 OR 0 0' 0 1.00 0 0' 0 0 OR 0 0 1.00 ' 0 O' 0 O OR 0 ' 0 0 1.00 0 � 0 0' , * 0 OR 0 0' O` 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 0 0 1.00 0 0' 0 0 OR U 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 . 0' 0 U OR 0 0 0' 1.00 O` 0 0 0 OR 0