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Plans a 5 0 ell E � < y , � • • • • • • • • Suite SE Washington Street • • � :Portland, 210 • • • • • • • • • • :Portland, OR 97216 ay&L & S1RUCTUR ENGINE • 5' r • : : : :Tel. 503- 254 -6292 • • Fax 503 -254 -6761 • • •.. • • • • • • • • • • • • • • • • • • • • •• . . . • • • • • • • • .• • • • • • • • • February 23, 2009 .•.... •• •• • • ... • • • PROJECT: Mascord Plan 2223RD- Windwbod Homes • • • • 4� - °� Lot 23, Ash Creek Estates �� Tigard, 97223 0 0 1 Dale Richards N ��� B SUBJECT: Modified Lateral Engineering Requirements Discussion: 1.) A closet will be added as shown in clouded location "A" on the attached main floor plan. 2.) An opening for a duct will be installed as shown in clouded location `B" on the attached lower floor plan. Recommendation: 1.) This change has been reviewed for lateral effects. Modified lateral engineering requirements are indicated in clouded location "A ". 2.) This change has been reviewed for lateral effects. No remedy is required. Sincerely, Todd Rowell ,00) PR©pF ,„* ,IGIN4.;12 d . I' fir. R0 tXPIRES: DE . 31, - \ 2 0 O o • 00 I \ \ p- ed UL. a . as -04 0 0 toe , ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r --- -- S— _4— .•.•--- • • • • • • • • • • • t� ••• • • • •• • • • • • • • • rou. I I I STRAP RPI TST • 1 TO RIM JOIST — I' e / II /,(� \\ STRAP 147R TO • 11 • • • • • • 81RAP TOO RIM JOIST JOIST norms 1284 ens —I • • • : • • • • , • • • • 11 `/ GENERAL NC 1 .en II • • • • • P I • q • • • • • • • • • lia (ipIheT P M rosten.r• fapenamor .. �— s MT be plumb is { (2) , u 1 e r rills Me oonr ex I�i ALIGN iv I t 'S' eMoroll require,' � 0 • • • • I • • • • • ri (mNMum. nisi ...I WRAP STRAP AP eO{Pm • • • • • • • • • T , (3) SSee Aing on shear f ' ?� ND. ABOVE WI. OR DEA.. JBT, • • • • . e .„ bulling Into Mmar.rdl. or v 1 s LEG. RV- • + ' • ' • s • • • •• AR. 5 - - -, ;:a "uM l° r> it has ,; 1 m connections per onurar :N. [1. . ,.. O c.e /)1•T a O i f I 1 MN (5) Al) floor system lem a installed MS moeIn.Pn , � a s Content of 16A ll - - - i contac1 sits P.T. lumber P .letntees sleet. 2-rem r gelwnile& ¢9ER ki .2: 4 2 0 P C K 1 to . &.∎ -- 2 r` LEGEND RN 74 NO. rJ r (2) SEE MAIN PLR PLAN' - . - 4 , ..7 a ^ =a ,elve.O O OCTAL ( OCTAL sell REFERENCE TM C/ 7. 00TAL aE(TNDTM y TE ROM 1 i (2 4- x 0EL n SLL PLATE R ION = AL1GM 141.091. • SAS 1. 6 THE (2) MD AUGN IW QEND LIMN. LIT UV LIMN. AEIOVE . �GOF•ER Hb J1HOVE k, ./ 11 AL OW v VC ND. ABOVE LARGER OM 1401 I I = = v II iiii /p 1 OCR I e CORNER P I I I • A LIGN S ;� D: ABOVE `9 I N s P e a I 9 ALIGN QV I ri iii HD. ABOVE ��.! I I 1 v .... ' T.T� =� " . ALUM IV I �. -. =— -- 1 ND ABOVE S 5 L - J SI RI DBL ..15T. RI 5T. . lRlwGe a t1 L . 3X 3X .1_ tP. O Q ;HEDULE • NOTES LOWER FLOOR / FOUNDATION PLAN SCALE .I /•• • I• -m• + n , M1 4:01 .7eA leC M1 .r ale.• nu •e10 rr 1 _ • FRAMING CUP SCHEDULE • Bd COMMON N SYt,ANG NAES. use FRAMING CUP OPTIONS SHEAR WA LL LTP• A35 L550 L50 lleo .MSde ...NI 18' 2r 26' lr we u» WV rOn y_ le 15 1r 1r r r g' r , .. .r:.tew: 1. ./IU ++- • r Sr r s.r As • 1313 minor ere mi. ti lr 11• 11• r / F' VV /l` mum... . l 8 r • r •.s 7 (9.,t9 0 5 Gii /1 ti AR K 1 a w 1:1:12;"0=4"... • E; + . • •• • • • • •• • • • • • • • • • • • • EACH SHEAR WALL MUST BE • • • • • • • • • • TO THE ROOF SHEATHING: OR • • • • • • • • THING. THE BOTTOM OF EACH DECK • • • • • • • • MUST BE CONNECTED TO THE • • • • • TH ING OR FOUNDATION. SEE YSEM6LCb6011 ,L� JNECTION DETAILS FOR AT Tw6 END. ! \ fE CONNECTION. 11 r _ • 6 AROUND NO ABOVE � ' v • • • • • •. • • • • • • • • • • • ARALtill SIB NOOK MP/4, AT 114115 END. D•? . © • • • • • • • • • • WIG CAT, 11% 9r -a m ar • • • • • • rant. di • STRAP TOP PLATE TO TOP PLATE 141166. AROUND LOCATE STRAP QI r 3 ® © en. OR DBL I BiRM MDR TO II FACE • E TRIMMER OTI116TIB 'WRAP TOP Cf LOP PLATE - „ TO =men CF SPAN i .,:e...7 \ 40 -� 1 I I LacA�110fJ I - DININCs , /;'' r / i 4( / J i == © 4iL IK KOT Rcpv C.Olr r El Lf iv A,tL, S P At.T KD ro PROVIDE BAY MM. PLYWOOD ' FLOOR B _ * ;. � R COMMONS • f• OG AT ALL PA/R1. 'AI /,r / 4 ; EDGES • PERIMETER D' 0.C. 119E MS B! N FIELD. BLOCK ALL EDGES b / vvv I ~ I � � �i/ /IW_I ta �, Tft Al ND , ( `, —`�,_� HD. ABOVE C' % . 1-1 • Ki l '''1' / i.!sI .4, STRAP WIDER WRAP STRAP C. �z'• +*]ip..fil .yrs DOUBLE ! 000 11. Bn. OR DM- ..et WEATH ATTIC ROOT MAIN FLOOR PLAN 9GAL.B . I/4• • f -.r • . , C DATE: 07/14/08 • ; •; eJ ccEG 2223MD- ADOOD • WALLS • ••. • • • • • ... • .. • • • •• •• LOAD ' • • 'WALL 'p. SQr FT. •••• •• •••• LINE LENGTH OF SHEAR WALLS (FEET) : : , • TOTAL :BRJ K NOTES V1 14.5 6.0 17.0 37.51'.• ",• ..• V2 10.0 4.0 9.5 9.0 • 32.5 9 V3 12.0 5.5 ••• ,,, •17.5,1 „ 9 V4 3.5 5.5 4.0 4.0 ; ;17.0 : : :9:: V5 13.0 _ . : ...- V6 0.0 V7 V8 0.0 8 V 0.0 9 0.0 V10 0.0 V11 0.0' V12 0.0 V13 0.0 V14 0.0 V15 0.0 V16 0.0 . 117.5 M1 19.5 14.0 33.5 10 M2 20.0 20.0 10 M3 7.0 3.0 6.5 16.5 10 Avs Vor.� M4 3.5 3.5 7.0 10 Lo 6.5 0 W ANN.„ M5 7.0 7.0 14.0 10 M6 7.01 lZb M7 3.5 3.5 S 7.0 10 165 1 .1 ( `� • M8 0.0 M9 0.0 M10 G ° 0.0 F Gec M11 M12 0.0 N_T •,J .a., .A. kr, 0.0 8o"‹, r_, ».. M13 0.0 14r sN hi- t4t Nic- M14 0.0 M15 0.0 M16. 0.0 116.0 L1 45.0 450- 9 L2 15.5 19.5 15.0 50.0 9 L3 4.0 6.5 6.5 17.0 9 / .- o G A`L L4 9.0 4.0 13.0 9 ts o w L5 12.0 10.0 22.0 9 1 ` ^ Z L6 11.0 8.0 19.0 9 L7 23.0 23.0 9 L8 0.0 ,[, Co , 10; L9 0.0 r ` ; .r4-L- O rcKrIN .- L1 0.0 H •r= �N i f50%, 0.0 V' ciN_ 4 T 6r ' C- L12 0.0 L13 0.0 L14 0.0 ' L15 0.0 L16 0.0 189.0 DATE: 07/14/08 PROJECT: 2 4D M ObO :: • :: I � 1-8 •. • .. • .. WALL SUMMARY ••• • •• •• • • • WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT wtrtarvi • w /o • , ti91213OW4 , sill.. NOTES SHR Increase SHR W S SHEAR Incr ..intr ,' ' : 'p}t • - V1 92 1.10 62 92 828 . ... S ... I 6R 0 . x.. V2 101 1.13 81 X 101 910 S S 0 OR 0 2x V3 222 1.00 95 X 222 1998 S. • ..S • Z OV • ,2x V4 216 1.29 175 X 216 1944 5 : S : ' :OR 0 : 2x V5 262 1.00 55 X 262 2356 It , : A• : . :OR 6 _: _2x V6. 0 1.00 0 0 0 0 OR 0 V7 0 1.00 0 0 0 O OR O V8 0 1.00 0 0 0 0 OR 0 V9 0 1.00 0 0 0 O ORO V10 0 1.00 0 0 0 0 OR 0 Vii 0 1.00 U 0 0 U ON U V12 0 1.00 0 0 0 0 OR 0 V13 0 1.00 0 0 0 0 OR 0 V14 0 1.00 0 0 0 0 OR 0 V15 0 1.00 0 0 0 0 OR 0 V16 0 1.00 0 0 0 0 OR 0 M1 199 1.00 135 X 199 1993 S S 2 OR 6 2x M2 315 1.00 237 X 315 3147 A A 2 OR 6 2x M3 365 1.67 274 X 365 3652 B B 3 OR 7 2x M4 562 1.43 358 X 562 5620 B B 4 OR 8 2x M5 497 1.00 264 X 497 4969 B B 4 OR 7 2x w , ., o, M6 181 1.00 75 X 181 1810 S S 2 OR 6 2x X 1,6 - Z, % ?A S° M7 638 1.43 652 X 652 6376 D C 5 OR 8 3x S 1 M c L M8 0 1.00 0 0 0 0 OR 0 -L 1 l o 0 M9 0 1.00 0 0 0 0 OR 0 _A,.n____ -t�„di M10 0 1.00 0 0 0 O OR O IMMINIAIAMMIM M11 0 1.00 0 0 0 O OR O o. C... M12 0 1.00 0 0 0 0 OR 0 M13 0 1.00 0 0 0 0 OR 0 ro Ac,c,at,nr; rzvca-, M14 0 1.00 0 0 0 0 OR 0 P C �cr. M15 0 1.00 0 0 0 0 OR 0 M16 0 1.00 0 0 0 O OR O L1 - 225 1.00 147 XI 225 2024 S S 2 OR 6 2x L2 195 1.00 141' X 195 1753 S S ' 2 OR 6 2x L3 493 1.13 246 X 493 4437 B B 3 OR 7 2x L4 348 1.13 211 X 348 3136 A A 2 OR 6 2x L5 494 1.00 ' 296 X 494 4445 B B 3 OR 7 2x .c‘,.-L-:., 55= , B 4 L6 172 1.00 138 X 172 1544 S S 2 OR 6 2x 1'6/1 o I.< �i L7 194 1.00 188 X 194 1746 S S 2 OR 6 2x ix r R ` ra, A ,0 L8 0 1.00 0 0 0 O OR O L9 0 1.00 0 0 0' 0 OR 0 L1O 0 1.00 0 0' 0 0 OR 0 L11 0 1.00 0 0 0 0 OR 0 L12 0 1.00 0 0' 0 0 OR 0 L13 0 1.00 0 0 0 0 OR 0 L14 0 1.00 0 0 0 O OR O L15 0 1.00 0 0 0 0 OR 0 L16 0 1.00 ' 0 0 0 0 OR 0