My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1809 HOLBROOK AVE 2018-01-02 MF Import
>
Address Records
>
HOLBROOK AVE
>
1809
>
1809 HOLBROOK AVE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/15/2022 12:44:18 PM
Creation date
2/20/2017 9:51:02 AM
Metadata
Fields
Template:
Address Document
Street Name
HOLBROOK AVE
Street Number
1809
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
118
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Sent By: Terhuae Homes; 380 '57 7046; Jun-14-99 3:24PM; <br />Jun-11-99 04:04P TSE 425 481 6371 <br />Page 510 <br />P.04 <br />- TSE <br />ArCNrtofure A EF941& rfrg A Man" <br />12810 N.E. 17Mh Street Sub 101 <br />VIgJECT: .�% r^ <br />RETAINING WALL <br />� <br />JOB 1: __ �Q <br />'`'� <br />SY._AMIAT ,�, If <br />Wbuckw . WA 91072 A (426) 401.8S01 <br />DATE: <br />RETAINING WALL 4' <br />H HS Hp <br />Gam.A <br />Gam.P Gem.$ <br />F bry <br />C of F <br />4 0 0.67 <br />35 <br />300 130 <br />2000 <br />DA <br />A. R. 11. <br />Pd <br />pd pcf <br />pd <br />Top Sup. Bd Sup. P (DL) P (LL) T 8 W Y <br />NO YES 6 1.67 6 5 <br />PK Of in. 11. In. in. <br />f c y wall ver0 wall hor! OO.toe 0 110.hW 0 fill. "SOw.• friet.s <br />2.5 40 4 4 4 4 4 4 <br />kai kSI <br />FOR I'STRIP <br />P adive <br />P pawl" <br />TS <br />86 <br />OTM <br />DL woo <br />DL 6o <br />DL Sol <br />DL toe <br />E DL <br />RM <br />RM/OTM <br />R slkft <br />M heel <br />e (DL) <br />I br9 (DL) <br />e (TL) <br />I br9 (TL) <br />f big (VL) <br />wl <br />W2 <br />Ra <br />Rb <br />x <br />Mx <br />Mb <br />Mu (wale <br />d (W+E) <br />k1 <br />As wall) <br />min. As <br />k2 <br />Vu (well) <br />v.3 e.95 <br />351 ft. <br />67 b. <br />0 IOt. <br />Sol ft. <br />593 R.lbs. <br />400 8B. <br />167 ft. <br />303 IDS. <br />50 Ibw <br />922 IDa. <br />802 nibs. <br />1.5 <br />Oft. <br />1241 11.I1%. <br />0.311 n. <br />1997 psf <br />0111 R. <br />1697 psf <br />0 pd <br />0 pif <br />140 pII <br />0 Ibs, <br />280 IbS. <br />0 R. <br />0 R. Ibt. <br />373 6. ft. <br />634 ft. lbs. <br />4 In. <br />0.78W67 <br />0.053 MA2 <br />0.071 inA2 <br />0 <br />476 ft. <br />f (i0e)(DL) <br />Mp0/)(DL) <br />f Coe)(M) <br />MpOOM: <br />MOMXW <br />Mu (we) <br />d 000) <br />Its <br />As Coe) <br />min. As <br />ka <br />Vu 000) <br />Key <br />in. <br />RATIOS OF ALLOWABLE TO ACTUAL <br />RM/l.5xOTM■ 1 <br />R So" / P adtve = WA <br />F a9 / f bM (OT) • 1.05 a1.0 o.k. <br />Fa9/fWill (M)- 1.05 <br />F br0 / f Dry (VL) = WA <br />REINFORCHO STEEL <br />Wall Vert. A 4 0 18 Inches oc <br />Wall Hor. 0 4 0 D( /0 kldlea oc <br />FM, Lang. 2 fir 4 <br />SHEAR RATIOS OF ACTUAL TO ALLOW. <br />OVn / Vu (waE) ■ 0.12 <br />mVn / Vu (toe) = 0.26 <1.0 0.k. <br />,VVn / Vu (Mel) = 0.12 <br />1084 Pat <br />141 0. IDS. <br />10e4 pair <br />141 k lbs. <br />0 ft, lbs. <br />240 N. NX. <br />4 in. <br />0.58111414117 a. <br />0.02 inA2 <br />0.027 MA2 <br />0 <br />1056 1135. <br />Rh@W)(DL <br />M(h .)w <br />M(M.Nn) <br />LVW.XVL) <br />MI (Mel) <br />d Cled) <br />ks <br />As (Mel) <br />min. As <br />kb <br />Vu (hee0 <br />k7 <br />Its <br />-217 pd <br />107 0. ft. <br />.217 pd <br />107 fir. lbs. <br />0 fir. lbs. <br />16211. MS. <br />4 in. <br />1020 <br />0.015 fnA2 <br />0.02 InA2 <br />105.8756 <br />492 Ms. <br />.0.11133 R. <br />-0.11133 n <br />4%5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.