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,t43 72,o(c I hoc t sw (11 D OVV E L 10570 SE Washington St j Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS --47,,1 October 18, 2016 NOV 2 8 2016 Mascord Plan: 1,4 t, 2230CE - FOUR D CONST. Medallion Meadows - Lot 25 Tigard, OR 97224 100 mph 3-Second Gust, 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 p PRG{fie, Rowell Engineering , Project Number: 58387PE' 160380 "tiy` c o0 Op, T 22,�° 4N.v o T. Ro' DEC. 31, EXCLUSION OF LIABILITIES 1.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 ) , 1 I Vi V2 is I II'S. ....,' r1c3--. 1.8 ..- • it a 4711: : i. ,, :Li._,_ I j,;..,/,.41..,, 4,„„ , , 7 , ,,:_„,,,,,, IrLTII,. 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(2),\JT t:_-----__LE‘I -7--ioN on nn wSR, e4.---,,,....E 1'.e'' jerd...4'.5124 it ENGINEERING, LLC= CCL , ECT 1 .:_t, tr,TR 4, , 41. F,01,,Ef.,,C, .5,0 V MASNC,SOW 5.1-1,rle .2.1", . 1503.2,,,.6.257 PC031.AND,04 $720 F AR i0271 702 6,6/ ( Page 2 , t ib V6 D . „ 11.8 r ' 'x B : , 14.8 ..., : • ,..- ,. . a . ,... , ....- ..„.... 1 ,,. i --41L, Pi' 1 1. , ui .....- ...., , . , . 1,r. _ -._B ..._T ''- c, --N.,„..:•:-.F. --- , -: cc- I I M6 i°‘ 2230CE I.G',--17 EE //= IC)N SE mm I R OW E L L / , i / ENGINEERING,LLC CCLIEC ' .z.:".. .,715 SE WAD 5E05',far 1 STE EQ PM 1501,S4 6P..92' DOR*,EAR OR SRI 0 r.1,41503 2,4 SEW, Page 3 1 " . . „ .. ,, -'11 • ,_, ...._1 _,Li-,-,111-1 1--t, jj ' I j I' Ji 1 1 , 4/ ----:-' '' '"-- 1_1 1 1, ---_ "".._...---_-.2 1 3_,,,,ff-_,L-3--iff,-,,,,, , . ,"."1-,„1 1 , 1 , i ,,_._• . i i Hr , - ; !II ij, II , fiLt.,13,ff1E,73 F3t30.--- -- - , 7j f- " ri j ---- -T.. II H-f--:::-. 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WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h = ft V1 1r 31 75 112 3438 least horizontal dimension, b =Mi.ft V2 11 43 130 45 3641 V3 26 43 56 111 3471 a=min(0.1b, 0.4h) >=max(3', 0.04b) 0' 0 V5 9 7 78 96 2772 s 0.1b = 4 ft V6 21 62 10 119 2947 0.4h = 10.4 ft 0 0 min = 4 ft 0 0 0 0 3' = 3 ft 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=1 8 M1 28 35 128 3324 roof run, x = 12 M2 30 39 120 3289 arctan(y/x) = 33.69 DEG M3 89 71 3144 M4 ,, , 200 , 0 00 3440 A = 21.6 psf M5 68 58 2466 B = 14.8 psf M6 64 39 49 2802 C = 17.2 psf 0 0 D = 11.8 psf 0 0 0 0 0 0 0 0 0 0 0 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 1 • 6 _ L • a \\,0 a I I I III -H. -4- 1 .1, 1A, s.-1- (1) • 0 • • 2230CE UPPE OC). PI 4-N . 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[ 2 1:-0 e I 3K 1 ,K::::C ! ,:set 1 I4t,p i 1011.4,,,A1 A AV A.A.,' 4).00 ,'-- ::, . ofA4 ,16-.., :: ,,,,'.Z'..Vo:',:•':',: <1.'104,:0 24.4t..,F.02,e2,F040-00.,,40:,00:44,4 00 ---T- —7 r AC. "Iae.! 3. [134 0 4: ' ,,,o 044,2, '1'3— 11., :31331134 1 3. "13"AAA,. ; 3,1)1/14 r 333.'113) 4,410..7, . ,.../. ; ry,,,.., t I,1 (r)11) . . 11111111.1111111 . ›. i >41 1 Page 9 DOUBLE 2 X 4 OR FRAMINCx e LOCATION OF HOLDOWN. II I _ HOEDOWN +HIV = SEE SCHEDULE 1-1 - -L_�Z- -1=-1:- I I � � I I - =I- T - f. I I _ THREADED ROD III l/2" APA RATED n SHEATH INCx SLEEVE NUT e Mu I BOLT SFLICE n A II . l 11--.--'S1 1PSON" STAB BOLT (SEE #4 BAR I SCI-IE DULE) U CONCRETE FOUND4TION 11 O DOWN SCALE: 3/4" - 11-0" -D—EXTEN 1:DAUU1NG NOT TO SCALE C�C�]CC�OC�]C�C�C�OC�]C DRAWN JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PHS 15031 254-6292 PORTLAND, OR. 97216 FAX 1503) 254-6761 Page 10 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. LARGEST OF THE (2) -1D STRAPS g CORNER ii i'I2 iii i ii MEM%r 14 ,7/V111 LARGEST OF THE (2) ►o V (2) 2X OR LARGER H.D'S CORNER 41 (DEPENDING ON H.D.) 1 - 'i' A FOUNDATION % UPPER FLOOR CO INLD I IOLDOWN SCALE: 3/4' = l'-0° COMMIE-HD D1zAWING NOT TO SCALE 73O YIELL C��7C���1CNC�G��C�IG 1D1zAUJN J.Y. CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 MN. H/3.5 • / / Page 11 41_0" / / SIMPSON 11MSTA30" ` EA. SIDE, (4)-TOTAL • •. • • • HEADER (CONTINUOUS) -i7 • - - 1 . CONTINUE HEADER ' 1 TO BLDG. CORNER 4 .•% • TO SHEATHING TO j HEADER LU/ O.14S11' X \'. % 2 " F. RH. P-NAILS Q W 3" O.C. BOTH WAIS 1 .' I•d) . l•J W I l\LD OUJ I-- ill COR OTHER OPEN'G) = W = W• 15/321" APA-RATED S-1TH'G FROM SINGLE SHEET, Z I• • FASTENED PER SHEAR a I SCHEDULE SPECIFICATIONS to W AND NOTES 111 C[ A— - BLOCK ALL PANEL EDGES a •P I PER SHEAR SCHEDULE •I I1 • • SPECIFICATIONS 4 NOTES II 1 a •I•II • • • .11 Z t 11 E —fl \.11 SEE SHEAR SCHEDULE AND • w I I NOTES FOR HOLDDOUJN SPECS cc•, U 11 . Il \ / . . •1 fi •1 • I • II II II II II II II II U Li �� \A ROW S FA FAN] 1 NO SCALE (REDUCES PANEL HGT.) NRWSHEARNOFDTN DIRAWINC NOT TO SCALE ----A- -ff- EIN [REEE211M DFAWN 8'I'- JX CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-1I 10570 SE WASHINGTON ST. STE 212 PH. (503) 254-6292 SC/ PORTLAND, OR. 97216 FAX: (503) 254-6761 ' Page 12 DATE: 1018/16 PROJECT: 2230CE - FOUR D CONST. ~em1220DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE '281S|8C BY: WIND SPEED: 100 Adjustment Factor for Building Height= .00 EXPOSURE: B Increase 110/B wind loads by SEISMIC CAT: D to obtain 100/B :Soo=2/3S0.850 1.2SDSU 1.02 U R: 6.5 snow load = 30 Auppmr 1892 mean roof height, h = 26 ft A main: 2152 A lower: 0 V=1.2SooVVoL/R ASD Load Combination =V/i.4 Wm ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEETFE�T POUNDS POUNDS Eq. 16-18 ROOF/CEILING15' ' ' 1892 28380 4453 3181 EXT. WALLS 10 8 183 7320 1149 820 INT. WALLS 8 8 145 4640 728 520 BRICK 40 ' 0 0 0 O TOTAL 40340 6330 4522 MAIN FLOOR 15 ROOF/CEILING� 654 9810 1539 1100 FLOOR 10 1498 14880 2351' 1679 EXT. WALLS 100 218 9810 1539 1100 INT. WALLS 8 9 100 3600 565 404 WALLS ABOVE 11960 1877 1341 DECK 10 0 0 O BRICK 40 0 0 0 0 TOTAL 50160 7871 5622, ` LOWER ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 D EXT. WALLS 10 0 0 0 0 INT. WALLS 8 O <{ 0 0 VVALLGABOVE 13410 2104 1503 DECK 1O ' 0 0 0 BRICK 48_ D' 0' 0 0 TOTAL 13410 2104 1503 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (p|f) Floor to Floor Holdown Floor to Foundation Holdown Shear wall .vind/seim Tag Load Type Tag Load Type G 260/260 1 1500 cmur12x36` 6 2684 STHD14RJ A' 850/350 2 3430 cear12x*8^ 7 5090 HTT5 B 800/800 3 4700 omGr12x60" 8 7870 HDU8 C 896/040 4 6210 omoT12x72^ 9 9535 HDU11 D 980/080 5 9215 cwnT12x90^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 ` Page 13 • DATE: 10/18/16 PROJECT: 2230CE - FOUR D CONST. WALLS LOAD WALL SQ, Ff. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 7.6 9.8 17.4 8.0 V2 6.0 6.0 12.0 24.0 8.0 V3 4.3 3.7 6.6 9.6 24.2 8.0' 0.0 V5 3.6 3.6 7.2 8.0 V6 4.4 4.4 8.8 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 81.6 M1 13.0 2.4 2.4 17.8 9.0 M2 45.0 45.0 9.0 M3 4.3 3.4 3.4 2.6 13.7 9.0 M4 10.0 10.0 9.0 M5 3.1 3.1 6.2 9.0 M6 2.6 2.6 5.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 97,9 0.0 0.0 0.0 0.0 0.0 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: 10/18/16 PROJECT: 2230CE - FOUR D CONST. WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 3438 3438 2841 17.4 198 163 V2 3641 3641 3009 24.0 152 125 V3 3471 3471 2869 24.2 143 119 0 0 0 0 0.0 0 0 V5 2772 2772 2291 7.2 385 318 V6 2947 2947 2436 8.8 335 277 0 0 0 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 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 16269 M1 3324 3438 6762 5588 17.8 380 314 M2 3289 3641 6930 5727 45.0 154 127 M3 3144 3471 6615 5467 13.7 483 399 M4 3440 3440 2843 10.0 344 284 M5 2466 2772 5239 4330 6.2 845 698 M6 2802 2947 5750 4752 5.2 1106 914 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 34735 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 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 Page 15 DATE: 10/18/16 PROJECT: 2230CE - FOUR D CONST. SEISMIC SETS. TOTAL SQR. °A) 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 V1 X 4522 907 48% 2168 0 2168 125 1.00 1.00 125 V2 X 4522 984 52% 2352 0 2352 98 1.001 1.00 98 V3 X 4522 816 43% 1950 0 1950 81 1.00 1.00' 81 O 4522 0% 0 0 0 0 1.00 0 V5 X 4522 477 25% 1140 0 1140 158 1.00 1.00 158 V6 ' X 4522 598 32% 1429 0 1429 162 1.00 1.00 162 O 4522 0% 0 0- 0 0 1.00+ 0 0 4522 0% 0 0 0 0 1.00 0 0 4522 0% 0' 0 0 0 1.00 0 0 4522 0% 0 0 0 0 1.00 0 0 4522 0% 0 0 0 0+ 1.00 0 0 4522 0% 0 0 0 0 1.00 0 O 4522 0%' 0 0 0 0 1.00 0 0 4522 0% 0 0 0 0 1.00 0 0 4522 0% 0 0 0 0 1.00 0 0 4522 0% 0 0 0 0 1.00 0 200% 0 9038 M1 X 5622 1160 54% 3031 0 2168 5198 292 1.00 1.00 292 M2 X 5622 993 46% 2594 0 2352 4946 110 1.00 100 110 M3 X 5622 684 32% 1787 0 1950 3737 273 1.00 1.00 273 M4 X 5622 866 40% 2263 0 2263 226 1.00 1.00 226 M5 X 5622 316 15% 826 0 1140 1966 317 1.00 1.00 317 M6 X 5622 286 13% 747 0 1429 2176 419 1.00 1.00 419 0 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 O 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 O 5622 0% 0 0 0 0 1.00 0 0 5622 0% 0 0 0 0 1.00 0 200% 20286 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0' 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 O 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503' 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 O - 1503 0% 0 0 0 0 1.00 0 0 1503 0% 0 0 0 0 1.00 0 0% 0 Page 16 . DATE: 10/18/16 PROJECT: 2230CE - FOUR D CONST. WALL SUMMARY WIND PTarrow 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 pit. V1 163' 1.00 125 X 163 1306 S S 1 OR 6 2x V2 125 1.00 98 X 125 1003 S S 1 OR 6 2x V3 119 1.08 87' X 119 948 S S 0 OR 0 2x 0 0 1.00 0 0 0 0 OR 0 V5 ' 318' 1.11 176 X 318 2546 A A 2 OR 6 2x V6 277 1.00 162 X 277 2214 A A 2 OR 6 2x 0 0 1.00 0 0 00 OR 0 0 0 1.00 0 0 0 0 OR 0 O 0 1.00 0 0 0 . 0 OR 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0 OR 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 O 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 M1 314' 1.75 511 X 511 2826 B A 2 OR 7 x M2 127 1.00 110 X 127 1145 S S 1 OR 6 2x M3 399 1.73 472 X 472 3591 B B 3 OR 7 2x M4 284 1.00 226 X ' 284 2559' A ' A 2 OR 6 2x M5 698 1.45 460 X 698 6285' C C 5 OR 8 3x M6 914 1.73 724 X 914 8224 D D 5 OR 9 3x 0 0 1.00 0 0 0 OORO O 0 1.00 0 0 0 0OR0 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 OOR0 0 0 1.00 0 0 0 0OR0 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 O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 _ Oori 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 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` O OR 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 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 OOR0 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 -., .. - - - 1 I WIND--it new , 1 111111111111111111111111111111.11111I ).,05.5)Patik,_ 1 ANALYSIS : •. SHEAR WALL SCHEDULE • ,0,.,, of' -- • HOLDOWN SCHEDULE * / CI OCC E--- C 1---/ 447-;\ 2015 IBC esocaNt:t;,.... , ,..1x.F..34 ". ame7PE 'f• ! r...4...1 ,,.. 'CCTV, 1 I I2 ARA RATED PLYWOOD OR ORIENTED BOARD <I) ,2444 Coot xxx FAD Si II x;Po3 SA-A, ;A 11-4221,f..1.9 i C;ix.,1 } tf,c ,e,c,ccc cc 000 00-0,-. c. .... 1 GarA ,fACTLAOS.(3)455W(s; eat.e I s...,e.a If ; 1;:;:,,,,, ' ;" ; Al,,,,trox,4;;;TX;TX°:.:ju'o7f4 1 ./A ' --iF.Ita CAD. .,,„ 1,o,„. ,COAS I 0)oforrotoix too.A of;If;A ye ''f.;.'I recto r e!,:..ile.r 0._:,CC , . I ZIP. DPAD5P,; ;92;;D 60 r.ROsge' xs,xx..xx, AlCAO502 J - _ Ce 1 -1 1 T41„,-,.2.,4:2: ......; '4'• i A:,,,,, 000 i AI 07 20 0001 W 1 Z A i , i L. os II — 1 1 >;.0! '0: , ,,.•,-,- 1 4'0,,H , , , . 1 , ; 3'Aoxf000 co,o P;;28•,t 3 xu;00 0.vonorx ft1(;C';cod IIPTs;DI"' ';T I to;A; 1 %,. ,0 r-.. ; i ' T "t; -I (.,, „00.0 eoct vv.0,to,000.0-00” '0144,r".:. I 1 z to 00 .1,00,2...0. 0., .•1'. .00 ke v.v. -.„5„/100'00/ 1 leilbe .E.4 I . -0 0 .100 , --,.-7.A-- 22 22- 0;,.,(,;) fo 9 AP;0:Ar;;;,,A X;;3;-`,;)ALc;;.);AP copoPuo 7-- , ..,-...1 ,..... i 4..v.• . I ‘"---II I I,Sr I , ,, • I I -II - -I- ' ,1•-,ct,,,,,,„6,-;,x,o32j.0 00,00.iv...e..00...0 -/-‘,!>! tifi5 I2A;tAx AAA, i ,,, 't Of 10.1-0 -- .....V, ' -,'C, -,..'., 444 24-2,4„a 1",(2J]1p 1 asy22 rrn?'4;..;""`"''''' - r - i ta Siff I'IA IPA. _,. ,,),.00,1 14 X in,vifa9),e0 coofx,xf AAA-,too e00 ,,, ,1...a,.8 ,211.0-0...215' 67*. „,,0,0.,000 ... I 1 i 1 i V-,M0 vi.,21)vStIv0.00-00 00,.4 I -. ' , 0.51C.v/(1?)1E0 xvvevs.00 0-0 * '...,„ ,.;'. ' ..•A c.,,,' 1 2";;;C 2 A 0 C .7X 1;6'0{ xxx i 12b01 1 o ; --,- I.-- ,2,,-4,1 :.:,:27.:M....,..T'.....,..:0.tv,,:+1 ." i ...•,,,,r,,,,,,.-'1.,,,,00*".:7.19 f.. ' I I ICA 3.pAte xxx./A9;A.A.vox,o foxxxoo-for .!_ I SSfs 1 PfA X AP i 2OC 2 OC I IA ts 0c 200 '44 I •••••• ••1,7,,,,,VP-..,...,,- ....., , 34+).,...)-e,-,. ,., 1 ('' ' - --0 , =----1 NE GENERAL NOTES LEGEND . .....47, .. .FRAMING CLP SPACING SOMME 0.C.• I RLEAEE NOTE: . ,....AL IR - 1111111.1111 - 1 {9 m{..,,lentrs expased lc • 0000. .000,001.10t-.140....., I Nei . ,.-.> 1002,035 Aa C.MWON 5 1..si INS NA/S otethe,002 AA 5000,700 .......A2orA2 WA,oranays TA:r. TOP OF EAC:34 5I-rS'AR tUALL INJST 5,E "7- __ i' --- 254tri.1.511 10C1 COWMAN X 120125 NAILS CONNECTED TO TE ROOF SHEATAING OR / 1-7 I Ca) ivvt i (.,I....)M.A0 NC..(Nr, :At PLOOR SAEAT:-ING, TE e..07O0i OF EAcA I, 1: / ;f23,,KAG (.5,1, 0,T;ONS lo"Ss xocc,xor xte.xxxxxx15 ox s a 6 / / 1 CZ) SHSAAA ViAttf ,;,,,,, -,- 43., 1050 14.1v, a AA'a,. 3. SA 1..“..„..1.Vq(0,40 r SI-EAR WA. . MuSIT SE CONNECTED TO TkE ::. I -4 — 1 R_OOR SHEAT:-;ING OR FOUNDATION, SEE \ ;A I 20" l'A 1 20' (3)S'3.I.APS cc.Df,x+Ors snA; 'al-‘1.D3n. 22 Al KATE A.02211; I I . ...... I *I-I-RIC:AL CONNECTION DETAILS FOR : / C641) 2A toStiog iolo sheAvro; Rio,'SOWN WALL UN; 4P42ROPFIATE CONNECT /:ON. ! 1 \ f•--(-).. 1 ,,- i f5s \1 / 0 D0+2;$.24 ARAJI I I \4)fitoar, to rev'.Asle,,110,0 0 - / .W e' 0 ., 0,00 Vt,01W"209202 M DOUSLI 26 NC; 1 \ 17'1,4STE 1 •,\ --/ r------11— \ . , , '.. I / MINNEMMIN. .6 5" A f slooft,VW,7-mor A nt,.p ,orerozed (7)Ecoo foo3xxx,ons , 24 , +3o ty)yr,,-, - 0±.20„ / 2 ,... to-Oe, o 01-0121;5 \, / 1 ISP,coArro--; , 0 I;2.2 f \ / . -.D....x.4 I r -1 ,, , \ ., 4 . / , ,/,... .1 i reee.--4 , 1 I / , 1 , 1 \ \ (...7.) : II ii ill , , '' ...7 -.V12 I\ R ..... _, . r..........4 \ / , , / 9 . _,...:,../!_ . ,,,17, ,/ \ \ , ,. N4 f= / „.........,„ / , / / 1\ / \ \\ COD L ( \ I I i ,... 0----' i,-- Li7.0, llir AMMON= i 1 , --1,2 , 1 1 1 I , , C) 1 ' r 21 ---, SCNUS2SR4 .0. , ‘.... H 1 .47 .... -2,r. _ .' 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N ....‘• L (.,,.,.)....NATRROLIJ 61.-IZAR PANEL _ PA '40 1 i''''',, ..) , • , 1 I _ y, #...,$CALE rRECN. E.E..PANEL Hai./ 'I.IR-III...°' i 0 ‘111111114 cs,..• 1 . ''.,--EXTEND S•RAR. 1 5.0•TE INTERIOR•OOTINGS LEFT 0-47 .,. 1 / WALL T•ROJCA.1 0 t rOwT FOR CLART,CONTRACTOR .. INtEREECTING r , ,a REFER TO ARC.'TECTURAL I.:-...,•<i 4 ! ,fOWNDATICNI PLAN • 1.1.1.11.111111.111 UAL 1. • E''''' ..,2 DRA•4 15.,,,,,,. 51,A 0 1 % t 'r. A - .,-,•tatIt'o'L.IKAITICt - ?•-1. 1 ----11' - Amitia N.--60 L. 4 nt'v , \ n 441I; N" 4 n: • , . L7-...7....._-7,----7,- ., ;}1 7 ,, . i111111 ' .. (^,7 , I i . 4 1 i , i,'i ., 1 • c.f'.;-41) 1 ,. ,•A...4.4.11E0 .i ' e.r \., .' .L.r" •••••••0•••••••••". ) 1 . 4 4 __IL__ linimmil , i — '1; I : . 1 ,...4•...• '..-..••••••50N.ETAE , HOLT.'6EE SCwEtWA,E.: Co) 1: • i ORA, - • OR DOA J5-, --,,,,\ i,, (''',- \ 0c.--)WN EXTEN. CAE ',..' , I.O. Ft'-4•Ti t., E"...4 1 411 1 1 \ • -- I ..3' • • . , ..f. 4' ,,,,E...•kEsc47.7..GL,____ ,,,,,,,.., .' eL24./''C'e-D6E'T'''RAPET'''t C::)!: I - 4 11 „ •cOR•ER „ ,24,OR I.AF*EP '71.-..,....___ .. FO','ER 1 t'.--, DEIPENDING ON A:D.--- .XI "'"•••--EDGE NAIL ' 1= FER ECAIEDuAE ... ” 1 , ,/ EDGE NA- / ••ER GC,EDaLE , . 111 I. - 2x A.a..-STuD •• l _, A,CI,,.... 7-- .,....24;V•it...7 4....‹.rt,....., S•EAT.1,No „..., 1 !,, / i\\\ ..,a Ae.ovE / i 11 ,.....,A-ROVE PER SC•ED.A.E-•" --.Kr-i-.7 / 00•DEW...51- ,...„ /TT, I^F. 0 0 P , La; 47 PPF-RF- 0 / 1 st ) • E..E.47•ING -"I''' LERE5C'tED.A.E _ w• CD, w 0 It'" / .....al 1 ff-'147 — it} -CF. 116 El:67) fr IP , . NEW dtill 1' I , 2 e.OR A ARGER 47 / — . <'-,-e . ,,,e,,E• . <0..SA cr.e.c,e,ON•D---iiii,I:ID:,- ,t-;4,tr.g5,7 rt,-,E * 254 SNOW LOAD ___ ...... ,>. it ...,..;.,'re / , fSCELE O5•EAT•NG ' 1 -Ix wAAL VW:, = - - t . ''E.9.C.•riULE--"--'..1 1 !,''''',. ..''... F, __ AT =OLNC,AT C,••• ___i! • •.,,•. , EJ , ,.„. ( ,,,,,-,.,,NE„:„ ,..„,-,. ,e. 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Ps.:).-s.--' •4 • 6c,,,ErxE o ,, .,--•- CCC MN;4,4.PC , Y-C4 4,4 1 'T ' 444,REBA...R.34.5' ? 1 • ,. ! •,r ,i Seal';i I' k' • ,1 AC -,OR i ANC,IOR E.O.T ,. F007.4, ,, 1 eco PER 5CHED,J-E FOCTc.G. •. , PER 5,CPED4„E t• ''....1:",:,? .„, . • • EXTERIOR SE..- ANCi-LOR 6OLT EXTF_RIOR SHEAR WALL_ STANDARD_4.5. DETAIL ..„......• P05,A1.Z7 BEA, V,4-Ey POST AND BEA" 4 14' i EN f in • i 1 1 zx vacs i ,--, .4.c.cc,,x, PER PEC1 i 1544EATRiNIG ;[.41;.-4"- -- Si , 94,4 P_A,E PEP ,r "-• ...„$4L,PLATE PER PEP SE-x4EDui.E- ,.., 4,.44 1 / 60i.,IEDL,LE PEP SCPEDELE -. X 50L,EDu.LE . , 4.'.4 , / I i cc ED-CENA,,.. . / EDGE PA, ., 1 ,- SLAB PEP PER ED-CE - / PLAN L . ----4- -. .„-. CCC PER „ -, ; PLAN II* —4 1 I'L'e ..."....____: L.N..., 0 k.t...=0.441. . . . .‘. .,... . . C'RECAP C-C .. \ ..4 REBA..14.C• , -• 'RD-, • N.-ANCCC ea.7 „,,, 1 limm4 MED-OFC ANC/C04 FOOTINE: •• ' PER SCHEMEPER EDAC I e,c,PEPSCREED...LE , . IIOIIIIIMIIIIIIIMI GARAGE 5_,se, SE ANC_›.40R aoLT. GARAGE eLLA'S 6+-'EAR ,... .C. SPEA'r.',A, C-CAT,-4,NG EDGE CCL NEC 1011...-4 11 REP C04-4ED,ILE ; ; PER SCREDo.E- 7%LEDGER ' - 1 f „4 . 60,LE PLATE 4 .-J, ' COLE PLAE ix COCK 5.4EAR NAILING C4EAR KA1-44,4 • , 4,,,,,,-; r;.,..^_r•' Immoimoi PER CT-'44-1ZE,LE-x 1 PER SCREC,..£- „ -44" SPEAR SALL E •L‘'E E---1 ECPSE NA, , 1 •'' PEP PLAN PER SC.4EL-',ULE -,‘,. I , / PER ECREOCLE -x-4_ 44 , 4 / NA,4NE,RECSESEPEN,7 , $.4.L , I ‘..'',... l' ., PER Pi.AN Cul) '' SPRATA•Z- 1,('--'R'ir,""'"3 SPEATLESG, , •'-' 1RP ,' ,- 5,4EAT-4,NG BREA< 4 r 1, BREAK I ' ..,---WES I r.to CO.RLE BLEXPINC,-- tl,., ,,,,,••''' ,,,FELCA771:j4°A.S0'56..cli:S.-IEJSER SOLE PLATE SE:EARN14.Na I , .; STPcENEP45 i\ --/ - 3 2 4.EIL47'.' 4I -, .-*---- .___ . _ '' -' ' EDGE NAL Z/ \,,, E"'"4 ECCE.rr.,, j, i ' EIL<C,.48.CC EDGE NA, x 1 ,,,FLOOR..x0 5, EDGE NAIL PER / ; I PER SC.EGE PER SELE7N44,..-4LE ' 1 DIAP.IRAG-, TO e..KG w,E.,• PER SC-4E04...4.--E scDLL ,EE— ,, ' • CC SPEATANG i e,,4,4I:.$4 ,..,, ' -*, „ PEP PL.,,, PEP SCAEELA.E P L PEP SCAEPEAS. 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PER SC.EDULE---* .i PER SCI-ED.E-4." 4 I PER ERA,,NG CL4P 1 ',RAS SO'PC,,..!-+0,`M.*- I 1 ' SCEOULE ,I COSNECT Fy.,2.).4 11111.1111.111111111111111111' ' - PER5'.50 ...1"GLE-- - *. ; -;'''''Z''''''''' .R 1- 2230CE 9' _:,E.,-..D.45,1,AR L,....4.. ...1 , i 1 , ..--.,...C,EAT..44N4G , , 1.„ . 5TELFENER.TO 2,4A .0,16"14,77DEE:P'::::; --T __._....... ..........._ .,......: ,...„........., CEVE,i.:;:„.4::::::„Cs 7:1-elf.:,..4., )5 LESS',AN A (PI I L3 \TER'OR SI-EAR WALL_ TO ROC.).F INTERIOR e,,-EAR Ui4LL EXTENSION TRUSS AT EVE OL.J7LOOK.ER DET41.... GA6LE END TRUSS 1 .. ...... ._.__. _ ....._.. ,...-0. PERPEND4C.4.X.AP ROO,7RE.45,5Et. ,,, F-,,,. PARA--EL TO COCA 14R.CSEE ',CA.!" 71, 4. 4'407.4-0' L,L,,,,,,,,, (..t, 4)12 LP_LVE,..1,,,,,414E',,.... . _ . . . ..,_ ..._____ _. _ , - 1 A1.1.1.1.1.111.11,.