Loading...
Plans (48) Iiiad( - DO ASHERMA,N ENGINEERING n — 3151 NE SANDY BLVD.,SUITE 100 PORTLAND,OR 97232 INC r-` l -1-1-1r--u-n- PHONE (503) 230-8876 mitima _ SHERMANENGLNEERS.COM MEMORANDUM To: Mr. Russell Tasto 10757 SW N Dakota St. Tigard OR 97223 Date: October 12, 2017 . From: Jeff Leiter Associate t RE: SEI Project#:17-MSMY-05-416 10757 SW N Dakota St. Tigard OR 97223 We are writing to inform you of our recommendations for changes to our original engineering. As requested, we have reviewed the lateral design and the shear wall at the existing garage wall connection. We have changed the engineering at grid line#2 to STHD14 holdowns and have provided a plan mark up for your reference. We have also changed the internal footing to match the detail D4 to 36" x 36" x 12" deep. Please feel free to call if you have any questions. CC: File-Tasto 10-12-17.doc 26'-S" t?� 13'-0" 2'-0" y 2'-6" 2'-4" '. .,,12 L = O Q r ( XjAigh, 0 zo f:,/,, -_• ... 1 ---- N\ A5 } ,./116-,./116- A7 i a j © C� b ukt/Gplcev - von..1-x WbetipmF K 5 ) -,0' )4 09 epfretc D tieg 4/1411. to41'44ateolovin4M FILL-. 3'-4" v Cil 10 •i2 • 171 ~ N C.. M 05 . k. (4 )ic) EXISTING EXTERIOR WALL AND DOOR OPENING C r . o P Sr _ �x 7 . -------) � A6 T/4- � r' eif) 5 _____ *,,_ __ _ _ _ (6 ) ou (6-) 1 ' T - - —- A2 FLOOR PLAN IR • � Scale: 1/4" = 1' Z) 1( 0/ 18 TASTO GARAGE ADDITION A2 -=-,„,: 10757 SW N DAKOTA ST, TIGARD N CONTACT: RUSSELL 503-317-3652o OVERTURNING - FRONT TO BACK TASTO SHOP ADDITION HD GRID SHEAR 5HEAR DEAD DEAD DEAD LOAD LOAD NET TYPE LINE LEVEL LENGTH KIP5/FT. HEIGHT TRIB LOAD M,resist REDUCTION M,ot ABOVE UPLIFT MIN. HOLDOWN REQ'D USED I V-1 4.75 0.312 13 4 15 1.85 WIND 19.3 0.00 3.82 Use HDU5 7 2 V-1 2.5 0.500 7 4 15 0.36 WIND 8.8 0.00 3.4 I Use STHD 14 I C OVERTURNING - SIDE TO SIDE GRID SHEAR SHEAR DEAD DEAD DEAD LOAD LOAD NET LINE LEVEL LENGTH KIPS/Ff. HEIGHT TRIB LOAD M,resist REDUCTION M,ot ABOVE UPLIFT A V-1 23.5 0.122 13 4 15 45.28 WIND 37.3 0.00 0.43 OK w/A.B.'s J 0 B V-1 2 0.313 9 4 15 0.26 WIND 5.6 0.00 2.74 I Use STHD 1 4 I G I T4- 7--0 /-k&/`''' I !pAz4,41.. .L......_±.-6,4-.1) ,14-',41,y.c1.5 No14,17- - --.-.-1 Sa(L., .( ' z.4,7 al ieWc if 0/41 No ,...- 2( ..y7, , ic ‘, (5-6) /1 ,_ ,.. -- 7- 1 2.17F-r A -/----- I'/5\ i 0 -0 (5-I) 771- -"•:- 2' , i'l / t5', '::6, :::- ';''I;;;(:,-/ -/er / t; \ , lg. - 9/i7 -' /-/),5- 1.-----7 "4---® P/iii-,P67 ; 7 -,:: II S c-iitTAi< tx.1,4 4,t--'5 ;4t4 mil f1-1( . i I L VA --,- z,--;- '< ( 0 /696, e44- (5 ) 1/ ® 'Z. z.. ,\ c.".,2,, ' " E ,5- • -/ 8 ic.\ ASHERMAN — 31.51.NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 INC PHONE 4111141 I 1–(( , —r 1 SHERMANENGINEERS.COM _'Ir— ---fir-- 2X STUD WALL a IS O.G. IL 3: S .!I j I; 1111 (a!' il i' It CONT HEADER )1 MSTA24 STRAPS W/(IS) 10d -„1._ ---,(,_ 1�1 DI /1 NA O A SHEAR A\-L STRAFE I NE7 HLDSK7 MSTA24 SCALE: 1" = I'-O" PROJECT TITLE: Tasto Residence SE!PROJECT#: 17-MSMY-05-416 10-12-17 I 1 ) /-ry Ft: / brgil //57r,o *I- s I