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.s1- x01 "'7 o 0 D.5 It 2 `CAU Se„d CveporAt vt1OWE LL .t.,. ra qk ' ENGINEERING, LLC ' °' � Building Relationships,Engineering Solutions , �11 ,VISION . �� September 12, 2017 ;tll ' ° ' ' }'' City of Tacart Approved P!a!ftw D"°t(. PROJECT: Mascord Plan 22186-Windwood Homes Olson Woods—Lot 12 Tigard, OR 97223 SUBJECT: New Window and Door Arrangements Lateral Engineering OFFICE COPY Some windows and doors locations are planned to be revised from the original plan. The enclosed revised lateral engineering has been provided to accommodate the requested window/door revisions. The enclosed plan shows where windows are to be located and the shearwalls that are required for these locations. Additional opening are acceptable on this revised plan, provided that the openings are placed in walls that are not designated as shearwalls. Questions regarding this letter are to be addressed to Stephen Lothrop at stephenl@rowelleng.com. Todd Rowell P.E. Rowell Engineering, LLC w�'� 4�GtNFF io2� 503-254-6292 x23 5s3s� toddr@rowelleng.com /14F EG2 �' 22 1g9 \, °°0 T RO`t4 I EXPIRES: DEC. 31, [ J RowellEngineering.com • 503.254.6292 • toddr@rowelleng.com 10570 SE Washington St. • STE 212 • Portland, OR 97216 .,noA.rr GENERAL NOTES LEGEND k+ •NbYW16QPS1ILNG SOIf01AFOO _G9E G ..... � ' �. '. WMR E'C G GO. 9-E 'SE J-11',g's_ 'SEC E O =RCG E :.`G GR dee® OR G ala. 6 O OF E<C.. apQT J' W 2 r 9,-E-R tt .. CE GGu EC EG'O`,.•E � 1S. ' ._ CCR....E.G-•-•••G CQ Gv d'.C'. .SEE `��"' J W-. a j rc<C,c GS\cC'Cv ' ,. W .. .r >.w .1cm'4Co4 c GCv.-G'ON Z s n • o ' ON ^ . Ids USI '_. MT L v.aI t z. ...,614.-1 •'cam c • SHEAR WALL SCHEDULE • '"`" •s.er.:e { APS RATE0 PLYWOOD OP ORIENTED snoop pomp R 1 ,.:....nz , 1111 e O - � eJ [c EEz C....) ec Z p.K, i IT. .> w E I + , • O. • HOLDOWN SCHEDULE • : - .. 1St SNOW LOAD :::,_. ; I 22186 n W 3 Ll ,... ,-- v ,) Ti I 0, 0T 0 0 _ 0 AJ t 3;6 3, r 1 .... __ P 6. AI 4,,..14, A^ A ? .1i I "I' IU 0 D Ti T••• r11 1'4' I / 6 e‘,' rF. , tio L ''5 L_I I' L ,,, ..,, . :0 J () ..; _ ,-, 7 III - . A 1 . 6(.1, 1' 1 j tIl ".".: 1 v -..:# ,( ,u r• _ 0 tP, / -C1 IJ , 6 ;6 •• •t', ..3g.., / - . • .,;., D -0, 4.."' 1 .., <—.. n n -,t,) INC a It EG9NWEER,ELL ,..- _fr..... ,_-,.,.. 170203 =:„.7.,-.1,:,`—•`' %`.`zz X r: r ... .... Rev 9-1247-- -- , , Page 6 , 1 .'\ ' . / , N / I \ / J / N, \ , ,• \ , 1 ', 1 / 1 ,.. , I 11 S , 1 \ 1 , I , ! 1 i I i ' r 1 1 I , , I I , I I i 1 , 1 A.,4 • i II a '16"*.WSIOMPMFOIMANIC ' IIIIIIIIIIIIIMIMMMMIIIMMI ' a 1.1MME ID1 i a BR. 2 . . , 1.1 REC. Rri. :44 , I 1 I I 4 11 i 1.' . , , I , 1 ,, I , 1 i . . - 9 , I , , , 1 , ....,, . , . , 1 o r--- , . . . , . . . < 1 1 ' ' / - - n7Iii:. } 22186uPPE,r- ) F-1_00 PL_4-,Ni III ,(ad. ,,i ( It ROWELL ENGINEERING,e LLC . I Rev 9-12,717 - --- - .1 1 i 1 . 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I , , 22186_ N14,IN FLOOi2 P_,L.N iut mi ROWELL I a-f-c-ffiL, 11 ENGINEERING,LLC Rev 9-12-17 Page 10 DATE: 05/15/17 PROJECT: 22186 -WINDWOOD HOMES ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2015 IBC BY:I W WIND SPEED: 120 Adjustment Factor for Building Height A= EOM EXPOSURE: B Increase 110/B wind loads by LIMIIIIIIII SEISMIC CAT: D to obtain 120/B (Sps=213 SMS) 0.850 1.2SDS) 1.02 R: 6.5 snow load= 30 A upper: 1388 mean roof height, h= 22 ft A main:' 3336 A lower: 0 V=1.2SpsWpL/R ASD Load Combination=V/1.4 WU 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 1388 20820 3267 2334 EXT.WALLS 12 9 156 8424 1322 944 INT.WALLS 8 9 125 4500 706 504 BRICK 40 0 0 0 0 TOTAL 33744 5295 3782 MAIN FLOOR ROOF/CEILING 15 2403 36045 5656 4040 FLOOR 10 933 9330 1464 1046 EXT.WALLS 12 9 250 13500 2118 1513 INT.WALLS 8 9 139 5004 785 561 WALLS ABOVE 12924 2028 1449 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 76803 12052 8609 LOWER FLOOR 'ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT.WALLS 12 0 0' 0 0 INT.WALLS 8 0 0 0 0 WALLS ABOVE 18504 2904 2074 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 18504 2904 2074 REDUNDANCY FACTOR= 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load(plf) Floor to Floor Holdown Floor to Foundation Holdown wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 2 3430 CMST12X46" 7 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7855 HDU8 C 896/640 4 ' 6210 CMST12X72" 9 9535 HDU11 D 980/980 5 9215 CMST12X90" 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Rev 9-12-17 Page 11 DATE: 05/15/17 PROJECT: 22186 -WINDWOOD HOMES WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 0.0 0.0 1/7 9.6 9.6 9.0 V8 16.4 10.0 26.4 9.0 0.0 V10 9.7 3.0 12.7 9.0 V11 5.0 5.0 10.0 9.0 0.0 0.0 0.0 0.0 0.0 58.7 0.0 M2 5.6 5.6 9.0 M3 10.0 10.0 9.0 M4 13.8 13.8 9.0 M5 2.7 2.7 5.4 9.0 M6 9.8 9.8 9.0 M7 3.0 5.3 5.7 5.0 19.0 9.0 M8 35.0 35.0 9.0 M9 4.6 5.4 10.0 9.0 M10 4.0 6.0 10.0 9.0 M11 3.6 3.6 7.2 9.0 0.0 0.0 0.0 0.0 0.0 125.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 Rev 9-12-17 Page 12 DATE: 5/15/17 PROJECT: 22186 - WINDWOOD HOMES 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 V7 2152 2152 1600 9.6 224 167 V8 2152 2152 1600 26.4 81 61 0 0 0 0 0.0 0 0 V10 2516 2516 1871 12.7 198 147 V11 2113 2113 1572 10.0 211 157 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 8931 0 0 0 0 0.0 0 0 M2 2471 2471 1838 5.6' 441 328 M3 1818 1818 1352 10.0 182 135 M4 1608 1608 1196 13.8 117 87 M5 1177 1177 876 5.4' 218' 162 M6 1701 1701 1265 9.8 174 129 M7 3075 2152 5226 3887 19.0 275 205 M8 3075 2152 5226 3887 35.0 149 111 M9 2558 2558 1903 10.0 256 190 M10 5156 2516 7672 5706 10.0 767 571 M11 3156 2113' 5269 3919 7.2 732 544 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 34725' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 Rev 9-12-17 Page 13 DATE: 05/15/17 PROJECT: 22186 -WINDWOOD HOMES SEISMIC SEM. TOTAL SCR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT 'F-B L-R SHEAR SETS. SHEAR SETS. SETS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 V7 x 3782 621 45% 1692 0 1692 176 1.00 1.00 176 V8 x 3782 766 55% 2087 0 2087 79 1.00 1.00 79 0 3782' 0% 0 0 0 0 1.00 0 V10 x 3782' 766 55% 2087 0 2087 164 1.00 1.00 164 V11 x 3782 621 45% 1692 0 1692 169 1.00 1.00 169 0 3782 0% 0 0 0 0 1.00 0 0 3782 0%, 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 3782 0% 0 0 0 0' 1.00 0 0 3782 0% 0 0 0 0 1.00 0 200% 0 7559 0 8609 0% 0 0 0 0 1.00 0 M2 x 8609 206' 6% 532 0 532 95 1.00 1.00 95 M3 x 8609 165 5% 426 0 426 43 1.00 1.00 43 M4 x 8609 176 5% 454 0 454 33 1.00 1.00 33 M5 ' x 8609 208 6% 537 0 537 99 1.00 1.00 99 M6 x 8609 137 4% 354 0 354 36 1.00 1.00 36 M7 x 8609 1208 36% 3117 0 1692 4810 253 1.00' 1.00 253 M8 ' x 8609 1579 47% 4075 0 2087 6162 176 1.00 1.00 176 M9 x 8609 964 29% 2488 0 2488 249 1.00 1.00 249 M10 x 8609 1461 44% 3770 0 2087 5858 586 1.00 1.00 586 M11 x 8609 565 17% 1458 0 1692 3150+ 438+ 1.00 1.00 438 0 8609 0% 0 0 0 0 1.00+ 0 0 8609 0% 0' 0 0 0 1.00 0 0 8609 0% 0 0 0' 0 1.00 0 0 8609 0% 0 0 0 0 1.00 0 0 8609 0% 0 0 0 0 1.00 0 200% 24769 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 ' 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 ' 0% 0 0' 0' 0' 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 ' 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00' 0 0 2074 0% 0 0 0 0 1.00 0 0% 0 Rev 9-12-17 Page 14 DATE: 05/15/17 PROJECT: 22186 -WINDWOOD HOME WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR IncreasE SHR W S SHEAR incr incr plt. 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 OR O O 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 OORO O 0 1.00 0 0 0 O OR O V7 167 1.00 176 X 176 1586 S S 2 OR 6 2x V8 61 1.00 79 X 79 712 S S 0 OR 0 2x O 0 1.00 0' 0 0 O OR O V10 147 1.50 247 X 247 1479 S S 1 OR 6 2x V11 157 1.00 169 X 169 1523 S S 2 OR 6 '2x O 0 1.00 0 0 0 O OR O O 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 0 OR 0 0 0 1.00 0 0 0 O ORO M2 328 1.00 95 X 328 2954 A A 2 OR 7 2x M3 135 1.00 43 X 135 1217 S S 1 OR 6 2x M4 87 1.00 33 X 87 780 S S 0 OR 0 2x M5 162 1.67 166 X 166 1460 S S 1 OR 6 2x M6 129 1.00 36 X 129 1162 S S 1 OR 6 2x M7 205 1.50 380 X 380 2278 B S 2 OR 6 2x (B/7) M8 111 1.00 176 X 176 1585 S S 2 OR 6 2x M9 190 1.00 249 X 249 2239 S S 2 OR 6 2x M10 571 1.13 659 X 659 5272 D B 4 OR 8 (2)2x M11 544 1.25 547 X 547 4899 B B 4 OR 7 2x 0 0 1.00 0 0 0 0 ORO O 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 O OR O O 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O O 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 OR O 0' 0 1.00 0 0 0 0OR0 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 0OR0 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 OR O 0 0 1.00 0 0 0 O OR O O 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O O 0 1.00 0 0 0 0 OR 0 FOR OFFICE USE ONLY—SITE ADDRESS: ig 7A as 01A_ 4.)a(14,/ 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 Transmittal Letter 1 i c;A PI) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: 70/11 DATE RECEIVED: DEPT: BUILDING DIVISION REGENED 0 C T FROM: I/44a & COMPANY: 3 L i 1 it V�.,,.C �i� dc/ ØAg7 >, I� � 1 OD PHONE: ` S— 7ga --zJ3 )c- I By4_J RE: 9;20 51.L.1 Ati--Zi eN7-eo(Sit¢Address) mumber) I 1,/A-z cis-0A_ £ 'r rS ( rolect name or subdivision name and lot num.er) l ATTACHED ARE THE FOLLOWING ITE .� '/ I I Copies: I Description: Copies: I Description: 1 Additional set(s) of plans. id. Revisions: Cross section(s) and de a,lstj Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. J" Engineer's calculations. Other(explain): REMARKS: / G 1,4 fiza /4 tti� 1716 A...-nt"...) etddlit/A41 FOR OFFICE USE ONLY Routed to Pe 1't Technician: Date: 10 Fees Due: ►i Yes 9 -)---7 Ilutials: .�" ❑No Fee Description: Amount Due: )� r pJ.t.�1 rc $ 90 0r: $ I $ 4 ecial $ Instructions: J Reprint Permit(per PE): I D Yes L'No /ye__ Applicant Notified: Date: ❑Done /0/re/72 Initials: I:\Building\Forms\TransmittalLetter-Revisions 061316.doc