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Plans (18) (go% cAl eirod wad tit IkAsT 2016-©o L 2 10570 SE Washington St Suite 212 ENGINEERING, LLC Puite21 OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEIVED August 30, 2019 OCT 2 3 2019 Revised October 14, 2019 Mascord Plan: CRY OF TIGARD 1251 - SOLSTICE CUSTOM HOMES 2 BUILDING DIVISION GREENSWARD PARK NO. 2 Parcel 2 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 tO atks`� <e) Project Number: ‘</v.‘</v.5 �'� PE 190246 °REEGO ,., Cit cb b,0 T. RO 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 . , 14* Ml M2 M3 144 M4 if- 44 a D • Ell • B I 783 • a • 1 ,_ At 1_ , ) – i— I ' __ ...--.... fill 1111, 1 • . . ... . . . 15! _ ..... . _ ii, 11 I , ) - 1 ., . ; ii I I 11-1 II ---11---1 . ,....._ EjlOD . '-' LLEJE3 . I. . ...„„„.., • , ,.., , ax ''' ' C: 4111....1110111/11111011111111111111111 k A , „ ., ,, orrAememmal ?Li ....,,.i,t,_ .... . . ......... . —r—rir . .-,,...., .... 1251 FRONT ELEVATION me mEWELL 0*AW•4 es,10,4 11. *CLE:far * 1..e. 1140f4:5U6' Ilt ENGINEERING, LLC COLLECTION s-rauCIVRAL ENGINEER INC loSTO n...aro*;TAW srr VI P.400 IS*429/ POMTL0140.0* Vit. F**1603/204.611+ Page 2 L 11‘ M5 M6 M7 M 6.4 *A" ' • 7B3 I q • • • ---..,_R, • • ... - . __ i us _ _ ft • ) 117-1 . F 1 „,I d 23.3 1 1714 . _ , 1 I DAT.Aid . _ , JZ.,J I I -- 1 I ---I --0 ..._ i f 1251 1 .1G1-1T ELEVATION Es EE 4#r4,7406 it ROWELL SCALE We' . l'.0' nom Mieggtvg goo ENGINEERING, LLC CoitECTIGN STRUCTURAL ENGINEERING 41,0 St glagooggtgo STIIEET TO tog PT 111413111.41.1 NOrtgAggg.goo ori Faxiling ing[Ng ok Page 3 12 .r- . 4111111111111111111 III h°41111t114111116- _ ..._AillggIIIIIIIIIIIIIhhi.6 ! Illit. , LIVAIGt RI ; 1 , • yr . ; . i ''• • . liii ' 1 ..111.1.0000, E*1 F ' I .1 i --- i 1 I IIII 111111111.11111111 11111111.11111 I MI Ill ii11 tl ; i' I MI MIMI Pi..OR III I I NB IIIIIIIIIIIIIII .. . SIIIIIIIIIIIIII - I I I. 1 ---------11 I I NE 1251 REAR ELEVATION es 1atc,"0106., II. ROWELL Olv 1.0,44,.. 11. ENGINEERING,LLC COLLECTION STR.CT4PAL ENOINEERMO nleni I.*01....6,9".STOW 11E,I* 1.1,.1503t 25.4ill ow UAW P. MI ...0011 ki44161 Page 4 sl‘ M9 M10 E,:rU • • 7 ;.� _�, 6.4 I B ''..'T'''',....„..,.,..„,,,,,,, -i all I • 7.3 • L1 • , r 1 ir, 1 , ..,-----1. • I'4 • pr, AI i i GSSS 1251 LEFT ELEVATION ee Rt3VYELL Pa PawAwn l, ttat •U•' • P-0. leend„., it ENGINEERING,LLC COLI E C i I 0 N sTp UC TUp AI. ENOINE[:RING pato St WAP.54lf 45attr tit.a !a SOS 354.1112 rOarLaNY.CO. 4521 raa15531 154•a7W Page 5 - . . DATE: 08/3019 PROJECT: 1251 - SOLSTICE CUSTOM HOMES WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 17 ft O 0 least horizontal dimension, b= 50 ft O 0 U 0 o=min(0.1b. 0.4h) >= max(8'. 0.04b) D 0 O 0 0.1h = SM 00.4h = 6.8 ft O 0 min 5 ft 0 0 O 0 3'= 3 M 0 D O�O4b = 2h ' U 0 max = 3 0' 0 D O a = 5 f 0 0 2a = 10 ft . . O 0 U 0 roof rise, y = 6 N11 48 39 1403 roof run, x = 12 M2 77 178 2479 ancten(y/x) = 26.57 DEG M3 57 116 1734 M4 39 28 7 8 1286 A =NEM pg M5 45 34 9 11 1524 B = 7.3 psf N16 90 203 2865 C =MEM psf M7 97 154 2673 D = 6.4 psf [W8 46, 96 15 13 2117 M9 23 12 624 M1O 45 34 15 20 1686 O O O O 0 ' O O 0 0 0 O 0 O O O O 0 0 � 0 O O 0 ' 0 O O D O O U O O D O D 0 O U 0 O� U 0 O O O ' Page 6 , . Do tin OUTDOOR LIVING U -0--------E0 • 7 OTTE TIE I r-ornz TIE . • 111 Ca 1 I 4 1 J . I _ 4) , a 1 MASTER 4). LIVING DINING ]''''......" .1 EXTEND INTERIOR 1144EAREALLS ' 0 TO ROOF 6IIEATNINE•SEE TIP. I INTERIOR TROOP OETAILS 1 . I (I) 6 FL..-J (=I PLAY RM. / MEDIA r / OFFICE / S . 4 I 1 I I II i I 4) ...I —4 t BR. . 41 t-,I i 0 f CD 41 fit FOYER 4e' 4> .., . r 0 GARAGE R. 2 IL, Z. 0_ r___. - ------ . i 4) I I I I• 1 i I i eli) X% IV 1L—.-.31 1 1=-I 0 ° 16------,e, 4.0 ni.. 1251 MAIN FLOOR2 PLAN6 Es 01.,RN CIS/20/* SNX SCALE.Ifir • 1.-0. all la/j.rigi3O , It ROWELL REV Gov., S. ENGINEERING, LLC C CL . E C r ON STRUCTURAL ENGINEERING *SR SE INS/R4illir ETRE,SIT 00 NI MON 11442,2 .0IITS/.13.OR. Int 05111105 1114375 J J 22 J— ki R A W Z f` w Z R War (CS © U a a �w' It OAI! :3 lie P -;c • SHEAR WALL SCHEDULE • 0) 2X0,F. studs mox, lb" O.C. • HOLDOWN SCHEDULE • SEISMIC ZONE D (2) Anchor bolts la be Vile )-bolts w/min. 7" embedment into MARK SIMPSON FASTENERS CAPACITY APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) (9) concrete. Secure altN BP %-6 or BPS%--6. (9) MODEL# (LBS.) NOTES FASTENERS(31451.051(7) SOLE 12 SILL PLATE BPS 3/0-6 requires on additional std,cot washer. No Connect atm. plate to PANEL. ALLOW holdown Roo Ot/rlm/bm/olbq. N/A MARK NAILING AB NOTES LOAD (3) Inlermodiate studs nailed 0 13' 0„C. :a required w/16d O 4”O.C. THICKNESS TYPE O PANEL 166 SIZE SPACING EDGES (4) Framing O adjoining panels to be 3■ nominal or eider. ///��� CM$T12 e 7 15d common SINKER (1J) (2) 1 ( 1 1,500 w/noRNg staggered ) 36" Long 31025 of each;dn., _gT/Is _ (5) 0.131"e% ..1� F, RN P-nae ma be rt laced with0.131 e.tete' `� y 0 CMST12 x (16) 166 comor fi" O.C. 6" O.C. 2% 48 O.C. tumble % 2wa common nag or 0.113'/%2$'hot Op ail nolle of eacn 3,4)0 1`j37' F.RLI.P-NAIL tumbled gdscnlo.d bar nail, 2 48 Long <(:).. • (6) 0146'0% 3"F. RH P-not may be replaced with 0.1480 x �+CMST12 s (22)166 conwnm , 2As 0.131 •.2Jf' .Cr. N 3' common not or 0.126 o x 3'hot dip or tumbled g 60" Long nate at each end 4.7ae teyar4" O.C. 4" O.C. 2% 46" O,C.. 3a'abiUY golvonloed boo natl. I�y2 F.RN.P-NAIL W (7) 'F.RH._P-nod'- designates a full round-head poser not. • CMST12 x (29)166 common 72" Long nous at each mol. •,210 3i6 I (B) Minimum 406 post 0 each and.. 0f 0131 0•2h' 2" O.C. 3" ac, 2% 13" (IC. see (4), qc) 1 15 y 4 0 (9) Holdowns occur O each end of each sheorwob a fasten CMS T12 x (39) 166 common X32 F.RH.P-NAK ( ) OOU Z la min, double 2% studs. Wall sh Cg. shall be edge milled 90" Long ^tills a!each end. 9.1x5 to COCCI holdoen stud. ''0.' or 0.131 •.aK' 2" O.C. 2" O.C. 2% 22" O.C. se` ('), •811981 g6 • .STHD14Rd (30)150 ewers. ties y 6� (14)30 plate required where shown an loundolion plan, O 1 32 F.RH.P-NMC 15 4 (15)USE 2 ROWS FOR SILL PLATE NAILING WJ 1 I. THICK.RIM 7,4s JOIST OR BLOCKING (_) HTT5 (25) lid+nLms 5,099 or 5814241.1 12• 0331 •.211" 3" O.C, 3" O.C. DBL 2% 20" O.C. see (4), gjg$pQ (16) SILL.PLATE NAILING PER EACH SIDE OF SHEATHING. EA. SIDE F.RN,P-NAIL 3X 20" O.C. (15). (16) 980 (20)505A'•2)f' H. (3)2.ail tie. J HOU-8 strews.SB 14x24 1.058 nth slues motive together ] 354" _ see (4), w/160 eine o e'O.C. ❑ 5orr 0.131 •.21f' 2' O.C. 2.5" O.C. 3% 16" O.C. (8), (15), 1I.1�1p1{��]r (30)sos 1i'x 2A' axe ro 1 rro`e. �]2I F.RN.P-NAR. (16) -2S0 HDU-11 .trews,..PACs ANg., 9.335 36%38X13'd ep mfn. 110 EA. SIDE Nen 11'Ilq,embus rated.o ra ansaa,ball sae (4). /►. (]e)SOS 1i'%214. 656 post tea: 1 oea o 3' 2" O.C. 2" O.C. 3% 13" D.C. (B) (15)• /®\. HDU-14 •rile...elle:ANwOR, Near be ul reyd: F EA. SIDE F,RH.P-NAIL (16) 1631 n"Itg emb.ddeep In.Ra V 14.445 313x36%13' 11/20/18 ret'd.•so.anchor ball. CO a r , I.`Y/4 . W 1 W U) ' . . DATE: 08/30/19 PROJECT: 1251 - SOLSTICE CUSTOM HOMES ",u0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2015 IBC BY: SNA WIND SPEED: 120 Adjustment Factor for Building Height A = 1O0 EXPOSURE: B Increase 110/B wind loads by 1.19 ' SEISMIC CAT: D to obtain 120B os. O85U F^SDS=U 1.02 U � " v R: 6.5 snow load = 25 F: 1.2 mean roof height, h 17 ft A upper: 0 A main: 3500 V=F8oxVVoL/Req1314'11 A lower: 0 ASD Load Combination = Vf 1.4 \NM 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 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 O BRICK 40 0 0 O� n TOTAL 0 0 0 MAIN FLOOR ROOF/CEILING 15 3500 52500 8238 5885 FLOOR 12 0 0 0 EXT. WALLS 12 9 302 16070 2616 1869 INT, WALLS 8 9 147 ' 5410 ' 849 ' 606 WALLS ABOVE 0 0 O' DECK 10 ' ' 0 0 0 BRICK 40 0' 0 0 0 . . TOTAL 74580 11703 8360 LOWER FLOOR ` ROOF/CEILING 15 0 0 0 FLOOR 12 O 0 0 EXT. WALLS 12 0 U� 0 0 INT. WALLS 8 0 0 0 O WALLS ABOVE ' 22080 3465 2476� DECK 100 O 0 BRICK 40 ' O� 0 O' 0 TOTAL k 22080 3465 2475 K REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3,4.2 Allowable Load (pK) Floor to Floor Holdown Floor to Foundation Holdown Shear wall w"nd/seis Tag Load Type Tag Load Type S 260/280 1 1600 owor12x366 2684 STHD14RJ A 350360 2 3430 Cmor12w8" 7 5090HTT5 B ''600/600 3 4700 cmaT12x608 7855 � HDU8 C 896/640 4 6210 cmnr12x7 ^ 9 9535 HDU11 D 080/980 5 9215 omanxxVn 1O ' 14445 HDU-14 E 1380/128O- ? 14446 to high F' 1540/1540 Page 9 DATE: 08/30/19 PROJECT: 1251 - SOLSTICE CUSTOM HOMES WALLS DIAPH. LOAD WALL SQ FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M1 8.8 6.0 5.9 8.0 28.7 9.0 M2 4.6 10.8 5.0 20.4 9.0 M3 8.0 6.0 14.0 9.0 M4 37.0 14.6 51.6 9.0 M5 2.6 2.6 5.2 9.0 M6 10.6 7.0 17.6 9.0 M7 17.0 17.0 9.0 M8 5.6 5.6 11.0 M9 7.0 3.0 3.6 13.6 9.0 M10 5.0 5.6 10.6 9.0 0.0 0.0 0.0 0.0 0.0 0.0 184.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, 0.0' 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 Pagel 0 DATE: 8/30/19 PROJECT: 1251 - SOLSTICE CUSTOM HOME 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. 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 M1 1403 1403 1044 28.7 49 36 M2 2479 2479 1844 20.4. 122 90 M3 1734 1734 1290 14.0 124 92 M4 1286 1286 957 51.6 25 19 M5 1524 1524 1133 5.2 293 218 M6 2865 2865 2131 17.6 163 121 M7 2673 2673 1988 17.0 157 117 M8 2117 2117 1574 5.6 378 281 M9 624 624 464 13.6 46 34 M10 1686 1686 1254 10.6 159 118 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0' 0 0.0 0 0 18391 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0+ 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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 11 DATE: 08/30/19 PROJECT: 1251 - SOLSTJCE CUSTOM HOMES SEISMIC ~°~~o~�""o.~° SBS. TOTAL SQR. % SBS. MAX. ` ADJUST Q0EC, FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SBS. GBS. ABOVE SEISMIC SHEAR FACT. FACT, SHEAR 0 0 0% O' 0 0 0 1.00 0 0 0 O% O 0 0 0 1.00 0 0 ' 0 0%' O 0 0 0 1.00' 0 0 0 0% 0 O 0 0 1.00 0 O' O' 0% 0 n O' 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 O- 0 0% U 0 O O 1�0} ' 0 0 0 0% 0 0 n 0 1.00 0 0 0 0% 0 0 0 0 1.UQ� ' 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% U� 0 0 0 1.00 0 ' 0 0 ' 0% 0' 0% O' O 0 0 1.00' 0 0, Ci 0% 0 0 0 0 1.00 0 0 0 0% 0 O. 0 0 1.00 0 . 0 0 0% 0 0 0 0 1.00 0 0 0 0%' 0 0 0 0 1.00 0 0% 0 0 [N1 X . 675 19% 1612 0 1612 56 1.00 1.00 56 M2 X ' 83601041 30% 2486 0 2486122 1.00 1.00, 122' M3 X 8360 971 28% 2319 0 2319 166 1.00 1.00 166 M4 X 8360 813 23% 1942 0 1942 38 1.00 1.00 38 M5 X 8360 294 8% 702 0 702 135 1.00 1.00 135 M6 ' X 8360 1038 30% 2479 0 2479 141 1�0U 1.00 141 M7 X 8360 929 27% ��19 0 - � 2219 131 ^ - 1_�O' 1.00 131 M8 X 8360 743 21% 1775 0 1775 317 1.00 1.00 317 N19 X 8360 126 4% 301 0 301 22 1.00 1.00 22 M10 X 8360 369 1196 881 0 881 83' 1.00 1,00 83 0 8360 0% O' O' 0 O' 1,00 0 U' 8360 0% O O . DO 1.00 0 0 ' 8360 0% 0 0' 0' 0 1.00 ' 0 0 8360 0% 0 0 0 0 1.00 0 0 8360 0% 0 0 0 0 1.00 0 0 8360 09&' 0 0 0 0 1.00 0 200% 16717 ^ 0 2475 0Y6 0 0 0 0 100 0 0 2475 0% 0 O 0 0 1.00 0 0 2475 0% 0 U' 0 0 1.00 0 0 2475' 0% 0 0 0 0 1.00 0 . . . 0 2475 0% 0' 0 0 0 1.00 0 0 ` 2475 0Y6 0 0 0 0 1.00 ` 0 0 2475 0% O O , O 0 1.00 0 0 2475 0% 0% O O U� 0 1 OO 0 0 2475 0% 0 0� ' 0 0 1OO 0 0 2475 0% 0 0 0 0 1O0 0 0 2475 0% 0 0 0 0 1.00 0 0 2475 ' 0% 0 0% O O 0 0 1,00 0 0 2475' 0% O 0 0 0 1.00 , 0 0 2475 0% O� 0 0 0 1.00 . 0 ' 0 2475~ 0% O� 0 0 0 1.00 0 0 2475 0% 0 0 0 0' 1.00 0 Page 12 DATE: 08/30/19 PROJECT: 1251 - SOLSTICE CUSTOM WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 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 O OR O 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 OR O 0 0 1.00 0 0 0 0 OR 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 O OR O 0 0 1.00 0 0 0 0 OR 0 M1 36 1.00 56 X 56 506 S S 0 OR 0 2x M2 90 1.00 122 X 122 1097 S S 1 OR 6 2x M3 92 1.00 166 X 166 1491 S S 1 OR 6 2x M4 19 1.00 38 X 38 339 S S 0 OR 0 2x M5 218 1.73 234 X 234 1962 S S 2 OR 6 2x M6 121 1.00 141 X 141 1268 S S 1 OR 6 2x M7 117 1.00 131 X 131 1175 S S 1 OR 6 2x M8 281 1.00 317 X 317 3486 A A 3 OR 7 2x M9 34 1.50 33 X 34 307 S 5 0 OR 0 2x M10 118 1.00 83 X 118 1065 S S 1 OR 6 2x 0 0 1.00 0 0 0 O OR O 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 O OR O 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 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 O OR O 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 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 O ORO 0 0 1.00 0 0 0 O OR O 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 031310 a MOM 405 Mkt, .11.11M1.11.11MIEr AMMO i t • .. , °9 SHEAR WALL SCHEDULE • *FRAMING CUP SPACING SCHEDULE 0,C.* GENERAL NOTES LEGEND RoxIELL 61237PE • Aerattit•10.1701•4 LOC4110.5 (1)All lasenhal ehileiint lo MPIXiL 120 j J 0;a APA RATED PLYWOOD OR ORIENTED STRAND aonka(1) ataoldod7r.VORAIZI preothin theil be poked/eel -=•9.4fi Neil 1.07.4•55 EXP..i 5 0111001I 1 rankusisona0A so,, sax PAW ' (2)NI nietiat nabs Axel be hal 1,+'39d SU PLOT•4091020 ROW o 1-22.t s':' 11.1 Z IiI ALUM FRAMING CLIP OPTION$ ZIP, 9213291 11ARA..Z.,.. NAUNG a*IISI shtionroli hingabeeheets ot 4)6 3.1104 OM '•'"09 1611 git Vrt•G t434° WURWALL LTP4 IROCS ,.,3 VW.33 Mt PLATE mum E V z NOWA ON (3) em•XX4W 0 94 ,ZL te' 2o. 2r 20' (3)Sheathing on obeienalas ehei =>517411 10 1.04 I 13SPSS.S.OSC.5.) not be Inlemapted by my 4•011 0 too Pftxxi Atm( 0 & If •'•••Ir r az r oc. 5 ur at. wi 119/1091g PIO Pwr•41. 10‘ •099.9-44 A‘ 14' 15' 20' IV IS 0041111 hi GAO. 0 4 (4)Gado 10 WIN PARIMien iv z il lit AL r r 1r r ..........1•9 Ni MM.. momeenem oet 90090493obeer. MAO 115IP ! 40 V PIA••.x- 40 0.2, x*ac.„ 2x *a'ac C.: ki. ii ill It. As. so E r r (s)Ail new system haa Ner 10 b• !°! 0410109 MP rnoelmum Poislare *•xv. r... r.4 MI it RC (N. 9 9 Al.. 1.0 11 14 10' MAWR et 10X. alla a e al OM .I'I • (4)All 0093094.A looteeoxi IA OUTDOOR AA 11. le 11 1. tonlal IWO P.T.itifeleol 11/15 be illaintoes steel.Z-teol)te..A. LIVING ,i ) 16- w.e•w r at. r cc, xx 2r(XL xxx(4). koil. 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