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Approved plan:; OFFICE Copy ROWELL ENGINEERING, LLC shall be on job site. Building Relationships,Engineering Solutions Wee\ ( \i,S T -Z R December 20th 2019 L-b—C 1Z PROJECT: Ma cord Plan 22210A-Soltice Custom Homes Irma Dell Butterfield Park—Lot 12 REVISIONTigard,OR 97224 Project 180356 a�0 03 pEi f e, NSA ZO I �l- SUBJECT: Access Door Addition— Lateral Engineering It has been reported to me that a 30"wide by 30" tall access door is planned to be added in the rear garage wall as shown in the attached marked up floor plan. The wall that the door is being added is a shearwall. The attached revised calculations show that the original shearwall length has been shortened. A retrofit holdown and epoxy anchor are to be added adjacent to the new opening. PIease refer to the attached marked up floor plan for the retrofit specifications. Questions or comments regarding this letter are to be addressed to me. Sincerely, Todd T. Rowell, P E. • PROFESS r SPECIAL INSPECTION R d U4: S �x4G`IN6F+9 -* State of Oregon Structure: 'pecialty Code A4 , 'S836ZpE e f�Jj. e, F 0 Concrete and Reinforcing Steel / r 0R GON Boit astallcrd in Concrete . fSb Cb T 22,.\ ,., stp • © Special Moment-Resisting Concrete Frame _ 0 r R0 0 Reinforcing Steel & Prestressing Steel I crzdons EXPIRES: DEC.31, a • © St;ucturzl Welding O high eforgth Bolting o Structural Masonry i 0 Reinforced Gypsum Concrete J insulating Can'..--rate Fill Spray rale i 1 �A � �a, A,p�pied Fire-Resistive Materialss oy� y Eal Rovi ellEngineering.com • 503.254.6292 o toddrsrowelleng.com , r i i.d Piers and Caissons 10570 SE Washington St. • STE 212 • Portland, OR 97216 3; I o Si:zt .ote Page 7 Es , 4 DECK (sI I DINING 1 • .i wattCUES t • GREAT RM. , 2J ...S) ' 1...___!=f ! n 11 7 • 4> *c z r,„ if u ..1L ...... 14A FOYER Ooor V (5) ( ' A. ....)...,,„„.....A. r .4., a n t # 1 �� j jt u i : { 2 It S II j t DEN alc -- uxEroa,ws.e.ameaaErAx rt'csmu. Pueu IR a -Er ` TER !i MY VW I A 0 AIN FLOOR PLAN 111'75 Luck 1 oto X3 1) PP``tum caucgc.T6 5a eto oh Ili SET- a O `e Ac. ito5trwribm DEQ a 22210A MAIN FLOOR PLAN RROWELL,:I$' s t".�• ke. J+'j/�yv`r'J ENGINEERING,LLC _ ._ . STRUCTURAL_ ENOUYC4R.NO WN9 N MM,+mp,SM SUN1T SIG IA IN*RV S!.�4i1E lMEIW.S/. SENT 11‘E419f EY-4M A Page 14 DATE: 12/07/18 PROJECT: 22210A -SOLSTICE CUSTOM HOM WALLS DIAPH. LOAD WALL SQ, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT, BRICK NOTES 0.0 V2 7.6 7.6 9.0 0.0 V4 18.7 16.5 35.2 9.0 V5 7.3 3.0 3.0 7.9 21.2 9.0 0.0 \/7 5,3 3.6 3.3 3.7 6.1 22.0 9.0 V8 15.6 15.6 9.0 00 0,0 0.0 0.0 0.0 0.0 0.0 0.0 101.6 1111 4.4 4.4 10.0 'M2 11,0 11.0 100 M3 7.0 3.0 10.0 10.0 M4 22.2 22.2 10.0 M5 2.0 2.0 4.0 10.0 M6 ; 19.0_ 10.0 10.1T M7 7.0 3.6 4.3 6.3 21.2 10.0 M8 15.6 15,6 10.0 0a M10 5.6 5.8 10.0 1111111 3.2 3.2 6,4 10.0 0.0 0.0 0.0 0.0 0.0 119.6 _ 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 - Page 15 1217/18 PROJECT: 22210A -SOLSTICE CUSTOM HOI ' . -: , 'WIND • 7 i 110/B 120/B 1 SHEAR ADJT x. I LOAD 1 FROM TOTAL TOTAL I WALL 110/B 120/B FRAME NOTES ---7 ABOVE LOAD LOAD LEWTH PLF 1 PLF ' Y=CANT. 0, 0 0 0' 0.0 0 • 04 V2 1476 1476 1097 7.6 1941 144 W Of 0 0 0.0 0 0 I i V4 2515 2515 1871 352 71 53 V5 24 . 2496 1857 21.2 118 88 • 0 0 0 0 0.0 0 0 V7 2212 2212 1645 22.0 1014 75 V8 2462 2462 1832 15.6 158 117 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 11161 M1 2193 2193 1631 4.4 498 371 2184 1476 3660 111M1 ll 11.0 Kw 247 MEM -1 M3 3440 il 3440 2559 10.0 344 256, M4 6502 9017 6707 22,2 406 302' IIIIIIIIIII gm 2898 1664 4562 3394 4.0 1141 848 M6 4111 4111 3058 , 5- 1B.0 216 16 M7 4979 2212 7192 5349 21.2 339 252 M8 5194 2462 7657 5695 15.6 491 385 0 0 0 0 0.0 0 0 M10 2675 832 3507 2608 5.8 605 450 M11 2348 2348 1746 6.4 367 273 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 47686 0 0 0 Of 0.0 0 0 0 0 0 01 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 ' 0 0 0 0 0.0 0- 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' ' 0 0 0 0 0 0.0 0 0 ' 0 0 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 16 , DATE: 12/07/18 PROJECT: 22210A - SOLSTICE CUSTOM HOME SEISMIC _ SEIS. TOTAL SQR. % 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 0 4913 0% 0 0 0 0 1.00 0 V2 X 4913 117 5% 254 0 254 33 1.00 1.00 33 0 4913 0% 0 0 0 13 1.00 0 V4 X 4913 1174 52% 2550 0 2550 72 1.00 1,00 72 V5 X 4913 1208 53% 2624 0 . 2624 124 1.00 1.00 124 4913 0% 0 0 0 0 1.00 0 V7 X 4913 1053 47% 2287 0 2287 104 1.00 1.00 104 V8 X 4913 970 43% 2107 0 2107 135 1.00 1.00 135 0 4913 0% 0 0 0 0 1.00 0 0 4913 0% 0 0 0 0 1.00 0 _ 0 4913 0% 0 0 0 0 1.00 0 . 0 4913 0% 0 0 0 0 1.00 0 0 4913 0% 0 0 0 0 1.00 0 0 4913 0% 0 0 0' & 1.00 0 _ 0 4913 0% 0 0 0 1.00 0' 0 [ 0 .4913 0%- 0 0 0 0 1.00 0 200% 0 9822 W1 X 7949 210- 6% 514 0 514 117 1.00 1,00 1171 M2 X 7949 318 10% 778 0 254 1032 94 1.00 1.00 94 M3 X ' 7949 559 17% 1368 0 . 1368 137 1.00 1.00 137 M4 X 7949 1448 45% 3543 0 2550 6093 274 1.00 1.00 274 M5 X 7949 509 16% 1245 0 1749 2995 749 1.00 1.00 749' M6 X 7949 1072' 33% 2623 0 2623 138 1.00 1.00 7)%titt M7 X 7949 1176 36% 2877 0 2287 5165 244 1.00 1.00 244 M8 X 7949 712 22% 1742 0 2107 3849 247 1,00 1.00 247 0 7949 0% 0 0 0 00 1.004 . M10 X 7949 285 9% 697 0 875 1572 271 1.00 1.00 271 M11 X 7949 206 6% 504 0 504 79 1.00 1.00 79 0 7949 0% 0 0 0 0 1.00 0 0 0 7949 0% 0 0 0 1.00 0 0 7949 0% 0 0 0 0 1.00 0 0 7949 0% 0 0 0 0 1.00 0. 0 7949 0% o 0 0 0 1.00 ci 200% 25714 0 2136 1 0% 0 0 0 0 1.00 - 0 0 2136 0% 0 0 0 0 1.00- 0 _ 0 2136 0% 0 0 0 0 1.00 0 0 2136 0% 0 0i 0 0 1.00 0 0 2136 0% 0 0 0 0 1.00 0 0 2136 0% 0 0 0 0 1.00 0 0 2136 0% 0 0 0 0 1.00 0' 0 2136 0%' 0 0 1 0 0 1.00 d 00 - 0 2136 00 _ 2136 22113366 2136' 00: 00 0 0 1.00 0 0 0 2136 0' , 0% 0 0 0% 0 0 0% 0 0% 0 0 0 0% 0 0 0 0 0 1.00 0 1.00 . 0 0 1.00 0 0 1.00 0 0 1.00 0 0 1.00 0 2136 0% 0 0 0 0 1.00 0 0 0. 0 0 0' 2136 6 0 0%. 0 Page 17 . DATE. 12107/18 PROJECT: 22210A-SOLSTICE CUST( WALL SUMMARY I I WiND Narrovir 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. 0 01 1.00 0 0 0 0 OR 0 V2 144 1.00 33 X 144 1300 S S 1 OR 6 2x 0 0 1.00 0 0 0 0 OH 0 V4 53 1.00 72 X 72. 652 S S 0 OR 0 2x V5 88 1.50 186 X 186 1114 S S 1 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 W 75' 1.36 142 X 142 938 S S 0 OR 0 '2x V8 117 1.00 135 X 135 1216 S S 1 OR 6 2x 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 " " I 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 - . M1 371 1.14 133 X 371 3707 6 B 3 OR 7 2x I M2 247 1.00 94 X 247 2475 S S 2 OR 6 2x M3 256. 1.67 228 X 256 2559 S S 2 OR 6 2x M4 302 1.00 274 X 302 3021 A A 2 OR 7 2x M5 848 1.75 1310 X 1310 8484 F D 5 OR 9 -3x MS ' 4 : 1.00 (7. -38 X 2e •--- rDiv;Ii.' S S 2 OR 6 2x R.941/44il M7 252 1.39 338 X 338 2523 A S 2 OR 6 2x M8 365 1.00 247 X 365 3651 B 6 3 OR 7 2x 0 0 1.00 0 0 0 0 OR 0 _,I M10 450 1.00 271 X 450 4497 B B 3 OR 7 2x Mil 273 1.56 123 X 273 2729 A A 2 OR 7 2x 0 0 100 0 0 NM 0 OR 0 0 0 1.00 " 0 0 0 11111 i 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 0 111 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 o 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 1 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 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 0 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 111 . Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gpv_ TO: /r-,-L,Zi,/S�>/N /2A/7 51 1i L DATE/RECEIVED: DEPT: BUILDING DIVISION NaDEC 252019 FROM: ��AV 10 D t� \Z'(3)°0 & r COMPANY: ci,IYL D K,p.) STP u c_4.1eN1 PHONE: s -- 7)\G -7 y Y S BY RE: F, 8 7/ Si.. ,'ov z-z //4,5620/1- GG 3 (Site Address) (Permit Number) .-4i--- I .. -- _172 1, - , RIr- =76-:1 D (Project name or subdivis am:fr nu ber) ATTACHED ARE THE FOLLO 4 'r S: Copies: Description: Copies: Description: Additional set(s) of plans Revisions: /y( z. c/o c--c fS Cross section(s) and det-ils. ' Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: 12-E li 1,5/ a -DD .LDs b -EF,c xr--, 61c112- L.,e- /0.1V T FO OF ICE USE ONLY Routed to Pe it Technician: Date: ,Z 3b (1 Initials: MI-- Fees Due: Ye- El No Fee Desc ptio Amount Due: $ CA 1'2 far\ c,C.V ei ,J $ Lt c; $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes 0 No ❑ Done 1 Applicant Notified: .l.9Vrb Date: /`17/ " - Initials: ci 1:\Building\Forms\TransmittalLetter-Revisions 061316.doc